FA520523R0004_Atch1_Specifications_7Apr23.pdf

100% (Ready to Advertise) Final Design Submittal

Specifications for Opportunity No. 1074333

Legacy Project #QKKA21-4009 Repair JNCO Homes, MFH 123, 125, 127, 129, 291

Misawa Air Base, Japan

Prepared For:

35th Civil Engineer Squadron Misawa Air Base, Japan

Prepared by:

HDR Engineering, Inc.

Contract FA520917D0006 Task Order FA520521F0134

21 February 2023 (Rev 7 April 2023)

HDR 10327963 / 2021033

Attachment 1 to RFP No. FA520523R0004 Dated: 7 Apr 23

THIS PAGE INTENTIONALLY LEFT BLANK

REPAIR JNCO HOMES, MFH 123, 125, 127, 129, 291 1074333 (QKKA21-4009)

MISAWA AIR BASE, JAPAN

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 10 02/23 LIST OF ACRONYMS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 32 16.00 20 08/18 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 11/16 QUALITY CONTROL

01 57 19.00 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00.20 33 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 82 00 06/20 ASBESTOS REMEDIATION in case applied

02 84 16 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBS AND MERCURY -

MASTER (Tailored for Japan)

DI VI SI ON 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 52 00 02/18 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 57 00 05/11, CHG 3: 08/18 URETHANE SPRAYED ELASTOMERIC ROOF

COATINGS OVERLAY SYSTEM

07 60 00 05/17 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 32 13 08/20 ALUMINUM SLIDING GLASS DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

DI VI SI ON 09 - FI NI SHES

09 22 00 02/10 SUPPORTS FOR GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC TILING

09 65 00 08/10 RESILIENT FLOORING

09 90 00 05/11 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 28 13 08/17 TOILET ACCESSORIES

DI VI SI ON 11 - EQUI PMENT

11 13 13 04/22 ELECTRIC KITCHEN EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 32 00 11/16, CHG 1: 11/18 MANUFACTURED WOOD CASEWORK

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 21 00 04/06 FIRE EXTINGUISHING SPRINKLER SYSTEMS

(RESIDENTIAL)

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.00 40 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 23 00 10/07 REFRIGERANT PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 81 29 02/20 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 82 46.00 40 05/17 ELECTRIC UNIT HEATERS

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 05/21 CYBERSECURITY FOR FRCS - ENERGY

MANAGEMENT CONTROL SYSTEM (EMCS)

25 10 10 02/19, CHG 1: 05/21 ENERGY MANAGEMENT CONTROL SYSTEM

(EMCS) FRONT END AND INTEGRATION

25 10 10.01 ADVANCED UTILITY METERING SYSTEM

DI VI SI ON 26 - ELECTRI CAL

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 60 08/20 INTERIOR FIRE ALARM SYSTEM,

NON-ADDRESSABLE

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 SUBBASES FOR FLEXIBLE PAVING

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

PROJECT TABLE OF CONTENTS Page 4

SECTION 00 00 10

LIST OF ACRONYMS

02/23

PART 1 GENERAL

1.1 SUMMARY

This document provides a listing of acronyms used in this specifications document:

AABC Associated Air Balance Council AAMA American Architectural Manufacturers Association AASHTO American Association of State Highway and Transportation Officials AB Air Base ABA Architectural Barriers Act ABIH American Board of Industrial Hygiene ABS Acrylonitrile-Butadiene-Styrene ACI American Concrete Institute ACM(s) Asbestos-containing Material(s) ACR Alkali-Carbonate Reaction ADA Americans with Disabilities Act AEIC Association of Edison Illuminating Companies AF Air Force / Actual Finish AHA(s) Activity Hazard Analysis(es) / American Hardboard Association AHERA Asbestos Hazard Emergency Response AHRI Air-Conditioning, Heating and Refrigeration Institute AI Asphalt Institute AIHA American Industrial Hygiene Association AISC American Institute of Steel Construction ALSC American Lumber Standards Committee ANSI American National Standards Institute AO Authorizing Official APP(s) Accident Prevention Plan(s) AS Actual Start ASA Acoustical Society of America ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASR Alkali-Silica Reaction ASSE American Society of Sanitary Engineering ASSP American Society of Safety Professionals ASTM American Society for Testing Materials AMC American Wood Council ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ATO Authority To Operate AWG American Wire Gauge AWP Aerial Work Platform AWPA American Wood Protection Association AWS American Welding Society AWWA American Water Works Association

BACnet Building Automation and Control Network Base Misawa AB, Misawa, Japan BBMD BACnet Broadcast Management Device

DOCUMENT 00 00 10 Page 1

BCWP Budgeted Cost of Work Performed BHMA Builders Hardware Manufacturers Association BMP(s) Best Management Practices BOD Beneficial Occupancy Date BTEX Benzene, Toluene, Ethyl Benzene, and Xylene

C&D Construction & Demolition CA Chemical Agents CATV Community Antenna Television CCI Control Correlation Identifier CCT Correlated Color Temperature CD Compact Disk / Campus Distributor CDPH California Department of Public Health CEA Consumer Electronics Association CES 35th Civil Engineering Squadron CGA Compressed Gas Association CGPM General Conference on Weights and Measures CLIN Contract Line Item Number cm centimeter(s) CO Contracting Officer COC Chain-of-Custody CONS 35th Contracting Squadron COR Contracting Officers Representative COTR Contracting Officer's Technical Representative CP Competent Person CPM Critical Path Method CQC Contractor Quality Control CQM Construction Quality Management CRF Condensation Resistance Factor CRI Carpet and Rug Institute / Color Rendering Index CS 35th Communications Squadron CSI Construction Specifications Institute CTHWAP Contractor's Temporary HAZWASTE accumulation point dB Decibel DDC Direct Digital Control deg Degree DFOW Definable Feature of Work DFPE Designated Fire Protection Engineer DFT Dry Film Thickness DLA Defense Logistics Agency DMM Discarded Military Munitions DOC U.S. Department of Commerce DOD U.S. Department of Defense DOR Designer of Record DOT U.S. Department of Transportation DVD Data Digital Versatile Disk

ELEC Electrical EMCS Energy Monitoring and Control System EMS Environmental Management System EMT Electrical Metallic Tubing EOD Explosive Ordnance Disposal EPA U.S. Environmental Protection Agency EPP Environmental Protection Plan EPR Ethylene-Propylene-Rubber ES Early Start EU European Union EXTR Exterior

DOCUMENT 00 00 10 Page 2

FACU Fire Alarm Control Unit FAR Federal Acquisition Regulations f'c Compressive Strength FCC U.S. Federal Communications Commission FCCCHR Foundation for Cross-Connection Control and Hydraulic Research FCS Field Control System FGS Final Governing Standards FHWA U.S. Federal Highway Administration FM Factory Mutual f'm Strength FMG Factory Mutual Guide FOW Feature of Work FP Fall Protection FPE Fire Protection Engineer FPOC Field Point of Connection FP&P Fall Protection and Prevention FRCS Facility-Related Control Systems g gram(s) g/L gram(s) per Liter(s) GC Government Consultant GCA Graded-crushed Aggregate GDA Government Designated Authority GOJ Government of Japan GOVT Government GPR Ground Penetrating Radar GRAJ Gypsum Board Association of Japan GRAM Gypsum Board Application Manual GRS Galvanized Rigid Steel GS Green Seal GSA U.S. General Services Administration

HAZMAT Hazardous Materials HAZWASTE Hazardous Waste HECP Hazard Energy Control Program HEMP High-altitude Electromagnetic Pulse HEPA High-Efficiency Particulate Air HIC Head Injury Criteria HID High-intensity Discharge HLL Horizontal Lifelines HM Hazardous Material H-O-A Hand-Off-Auto hp Horsepower HPVA Hardwood Plywood and Veneer Association HVAC Heating, Ventilating, Air Conditioning Hz Hertz

I/O Input/Output IARC International Agency for Research on Cancer IAW In Accordance With IBC International Building Code ICC International Code Council ICPA International Cast Polymer Association IDC Insulation Displacement Connection / Initiating Device Circuits IEEE Institute of Electrical and Electronics Engineers IETF Internet Engineering Task Force

DOCUMENT 00 00 10 Page 3

IES Illuminating Engineering Society IH Industrial Hygienist IHT Industrial Hygiene Technician IMC Intermediate Metal Conduit IP Internet Protocol I-P Inch-Pounds ISEA International Safety Equipment Association ISO International Organization for Standardization ISWMP Integrated Solid Waste Management Plan

JACE Java Application Control Engine JASS Japanese Architectural Standards Specifications JCI Japan Concrete Institute JCOSHA Japan Construction Occupational Safety and Health Association JCS Japan Wire Industry Association Standard JDPA Japan Ductile Iron Pipe Association JEC Japanese Electrotechnical Committee JEGS Japan Environmental Governing Standards JGS Japanese Geotechnical Society JHWM Japan Hazardous Waste Manifest JIS Japanese Industrial Standard(s) JISHA Japan Industrial Safety and Health Association JMF Job Mix Formula JMOE Japanese Ministry of the Environment JNCO Junior Non-Commissioned Officer JRA Japan Road Association JSA Japanese Standards Association JSS Japanese Society of Steel Construction JSWAS Japan Sewage Works Association JWES Japan Welding Engineering Society Standards JWWA Japan Water Works Association

KCMA Kitchen Cabinet Manufacturers Association kg kilogram(s) kg/m^3 kilogram(s) per cubic meter km kilometer(s) km/h kilometer(s)/hour kPa kilopascal(s)

L Liter(s) L/s Liter(s) per second LAN Local-Area Network LBP Lead-based Paint LBP/R/CP Lead-based Paint/Removal/Control Plan LCP Lead-Containing Paint LED/LCD Light Emitting Diode/Liquid Crystal Diode LF Late Finish LHE Load Handling Equipment LL Load Losses LLF light loss factor LM Linear Meter

M&C Monitoring and Control m meter(s) m/s meter(s) per second ma milliamps MAB Misawa Air Base MAC Media Access Control

DOCUMENT 00 00 10 Page 4

MAP Model Accreditation Plan max Maximum MBMA Metal Building Manufacturers Association MCL/PWL Material Containing Lead/Paint with Lead MEC Munitions and Explosives of Concern MECH Mechanical MEP Master Entry Plan MFH Military Family Housing MHE Material Handling Equipment MHLW Ministry of Health, Labour and Welfare MHz Megahertz min Minimum MLIT Ministry of Land, Infrastructure, Transport and Tourism MLR Multiple Lift Rigging mm millimeter(s) mm/s millimeter(s) per second MODF Modification MPa Megapascal MPI Master Painters Institute MPPEH Material Presenting a Potential Explosive Hazard MSHA Mine Safety and Health Administration MSS Manufacturers Standardization Society of the Valve and Fittings Industry MSW Municipal Solid Waste

N Newton NAHB National Association of Home Builders NARA National Archives and Records Administration NAS Network Analysis Schedule NCEES National Council of Examiners for Engineering and Surveying NEBB National Environmental Balancing Bureau NELMA Northeastern Lumber Manufacturers Association NEMA National Electrical Manufacturers Association NESHAP National Emission Standards for Hazardous Air Pollutants NFC Near-Field Communications NFPA National Fire Protection Association NHLA National Hardwood Lumber Association NICET National Institute for Certification in Engineering Technologies NIOSH National Institute for Occupational Safety and Health Nm Newton meter(s) NPE Negative Pressure Enclosure NRCA National Roofing Contractors Association NTP Notice To Proceed NTT Nippon Telephone Telegraph NVLAP National Voluntary Laboratory Accreditation Program

O&M Operation(ing) and Maintenance o.c. On Center OCR Optical Character Resolution OD Outside Diameter / Original Duration ODS Ozone Depleting Substances OS&Y Outside Screw and Yoke OSHA Occupational Safety and Health Administration OSP Outside Plant

P&T Pressure and Temperature PAN Personal Area Network PAT Proficiency Analytical Testing

DOCUMENT 00 00 10 Page 5

PCB(s) Polychlorinated Biphenyl(s) PCM Phase Contrast Microscopy PE Professional Engineer / Polyethylene PELs Permissible Exposure Limit(s) PHAS Phase of Work PILC Paper Insulated Lead Cable PLM Polarized Light Microscopy POL Petroleum, Oils, and Lubricants PPE Personal Protective Equipment PPFA Plastic Pipe and Fittings Association ppm Parts Per Million PQP Private Qualified Person PRV Pressure Reducing Valve PSCP Performance Standards Compliant Product PVC Polyvinyl Chloride PVDC Polyvinylidene Chloride PVT Performance Verification Test

QA Quality Assurance QAP Quality Assurance Plan QC Quality Control QCS Quality Control System QFPE Qualified Fire Protection Engineer QP Qualified Person

R Thermal Resistance RAMS Random Antiterrorism Measures RCDD Registered Communications Distribution Designer RD Remaining Duration REA Request for Equitable Adjustment REFL Reflected REP Rescue and Evacuation Plan RESP Responsible Party RF Radio Frequency RFI Request for Information RMF Risk Management Framework RMS Resident Management System rpm Revolutions Per Minute RSO Radiation Safety Officer

S/mm Structures per square millimeters SC Sensitivity Calibration SCAQMD South Coast Air Quality Management District SCS Scientific Certification Systems SCM Supplementary Cementing Materials SD Submittal Description SDS Safety Data Sheet(s) SF Start to Finish SHP Safety and Health Program SI International System of Units SLC Signaling Line Circuits SLP Standard Lift Plan SMACNA Sheet Metal and Air Conditioning Contractors' National Association SO System Owner SOFA Status of Forces Agreement SOH Safety and Occupational Health SPD Surge Protection Devices SPIB Southern Pine Inspection Bureau

DOCUMENT 00 00 10 Page 6

SRGs Security Requirements Guide SSCP Site-specific Spill Contingency Plan SSHO Site Safety and Health Officer SSPC The Society for Protective Coatings STIGs Security Technical Implementation Guide SWMP Solid Waste Management Plan SWPPP Storm Water Pollution Prevention Plan

TAB Testing, Adjusting and Balancing TABB Testing Adjusting and Balancing Bureau TAPPI Technical Association of the Pulp and Paper Industry TCLP Toxicity Characteristics Leaching Procedure TCP Transmission Control Protocol TEM Transmission Electron Microscopy THD Total Harmonic Distortion TIA Telecommunications Industry Association / Time Impact Analysis TNR Tensile Strength Ratio TPH Total Petroleum Hydrocarbons TSI Thermal System Insulation TV Television TWA Time Weighted Average

UCS Utility Control System UFGS Unified Facilities Guide Specifications UI User Interface UL Underwriter's Laboratories UMCS Utility Monitoring and Control System UN United Nations USACE U.S. Army Corps of Engineers USAF U.S. Air Force USFJ U.S. Forces Japan USG United States Government UST Underground Storage Tank UTP Unshielded Twisted Pair UV Ultraviolet UXO Unexploded Ordnance

V Volt(s) Vac Volts a.c.

VECP Value Engineering Change Proposal VLT Visible Light Transmittance VOC(s) Volatile Organic Compound(s) VRF Variable Refrigerant Flow VT Visual Transmittance

W Watt(s) WCLIB West Coast Lumber Inspection Bureau WDMA Window and Door Manufacturers Association WHE Weight Handling Equipment WIFI Wireless Internet WPS Welding Procedure Specifications WWMP Wastewater Management Plan WWPA Western Wood Products Association

PART 2 PRODUCTS

Not Used

DOCUMENT 00 00 10 Page 7

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 00 10 Page 8

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

JAPANESE ARCHITECTURAL STANDARDS SPECIFICATIONS (JASS)

JASS 2 (2006) Temporary Work

U.S. AIR FORCE (USAF)

DAFMAN 91-203 (2022) Air Force Occupational Safety, Fire and Health Standards

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FAR 52.236-13 (1991) Accident Prevention

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Material Submittal

SD-09 Manufacturer's Field Reports

Daily Report

SD-10 Operation and Maintenance Data

Waste Disposal Manifest

SD-11 Closeout Submittals

As-Built Drawings

1.3 PROJECT REQUIREMENT

The Contractor shall provide all supervision, management, quality control, transportation, labor, tools, equipment and materials, and performance of

SECTION 01 00 00 Page 1 all work necessary to repair and renovate the buildings and associated structures in Misawa Air Base, Japan in accordance with the specifications and contract drawings. The project to be completed under this contract is listed below.

QKKA214009 REPAIR JNCO HOMES, MFH 123, 125, 127, 129, 291

The following scope of work is expressed in general terms and in no way limits the Contractor's responsibility. Perform all work indicated in these specifications and accompanying drawings. The Contractor is required to provide a complete and usable facility within the terms and conditions of this contract.

The scope of work for this project includes, but is not limited to, upgrade and modernize military family housing (MFH) Units 123, 125, 127, 129 and 291. Project repairs and upgrades include main roof recoating;

repainting; and replacement of doors, windows, roofing at concrete eyebrows, flooring, kitchen and bath cabinets, handrails, appliances, fire sprinklers, smoke detectors, HVAC ductwork, plumbing fixtures and piping, and electrical systems. The steam-sourced hot water space heating system will be replaced with an energy efficient air source heat pumps for air conditioning and heating. This project will also provide a new entry porch and canopy; and provide new smart meters for domestic water and electricity, and Energy Management Control System (EMCS) for integration with Misawa Air Base EMCS.

Environmental related hazards associated with the work will include, but are not limited to, Asbestos- Containing Material (ACM), Lead Based Paint (LBP), and arsenic gypsum board.

The Contractor shall visit the site and verify all conditions and dimensions before start of on-site construction work. The Contractor shall coordinate with the Contracting Officer (CO) and/or Contracting Officer's Representative (COR) for the sequence of work in the designated area as necessary.

1.3.1 Site Preparation

Demolition work site shall be enclosed by construction fence with access gate and construction safety fence will be provided safety clearance from excavation site until the complete of the demolition. The fencing shall extend from grade to a minimum of 1.8 m above grade and shall have a maximum mesh size of 2 in (50 mm). Fencing shall remain rigid/taut with a minimum of 200 lbs (.9 kN) of force exerted on it from any direction with less than 4 in (100 mm) of deflection. Fencing shall be made of metal with protective coating. A-type (A-shape) barricades are not permitted except for the purpose of protecting sod area from uncontrolled access.

The Contractor shall ensure any columns or supports of fence, gate, and construction sign will not damage existing underground utilities. It's Contractor's responsibility to repair when that damage incur.

1.3.2 Construction Quality Control (CQC)

a. Provide quality control over products, services, and workmanship.

b. The Contractor is responsible for inspecting, testing, and documenting those tests and inspections that are required by the contract to control material quality and workmanship. The Contractor is also required by the terms of the contract to employ a CQC representative.

SECTION 01 00 00 Page 2

c. Comply fully with manufacturer's instructions, including each step in proper sequence. If such instructions conflict with the Contract Documents, request clarification from the CO before proceeding.

d. Testing: Provide samples and tests results as required by the Contract Documents. Test shall be properly performed and verified by an independent professional engineer.

e. Clean up: Keep the work area and surrounding surfaces clean and orderly. Remove any contractor- caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily before leaving construction site.

1.3.3 Disposal of Material

Except as specified elsewhere in the contract or these specifications, all residue and scrap generated by the Contractor during the performance of this contract shall be disposed of outside the confines of Misawa Air Base unless otherwise directed by the Contracting Officer.

1.4 REFERENCE PUBLICATIONS AND SUBSTITUTION

The Contractor shall refer the latest version of the designated or relative publications in these specifications. Where materials or equipment are specified to conform to U.S. Standards from organizations such as the American National Standards Institute (ANSI), American Society for Testing Materials (ASTM), National Electrical Manufacturers Association (NEMA), Underwriters Laboratory Inc. (UL) or other U.S.

standards and organizations, material or equipment that meets an equivalent Japanese Industrial Standard (JIS) may be substituted.

Documentary evidence thereof shall be furnished to the Contracting Officer for approval.

1.5 AVAILABILITY OF WORK SITE AND WORKING HOURS

a. The Contractor shall provide notice to the Contracting Officer at least fourteen (14) days prior to commencement of work in order for the using activity to vacate the work site. The work site will be made available to the contractor as follows:

(1) Five days a week, Monday through Friday, except U.S. legal holidays.

(2) Working Hours: 0800 hours to 1630 hours.

The above working days and hours may be extended by the Contracting Officer upon the Contractor's request, with the stipulation that work requiring inspection by the Government or work unable to be inspected by the Government on the following day shall not be performed during the extended time.

b. U.S. legal holidays. If the U.S. holiday falls on Saturday, the preceding Friday will be observed as a U.S. holiday; and U.S. holiday falls on Sunday, the following Monday will be observed as a U.S. holiday. The following is a list of U.S. holidays:

Holiday Date New Year's Day 1st January

SECTION 01 00 00 Page 3

Birthday of Martin Luther King Jr. 3rd Monday of January Presidents Day 3rd Monday of February Memorial Day Last Monday of May Juneteenth 19th June Independence Day 4th July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veteran's Day 11th November Thanksgiving Day 4th Thursday of November Christmas Day 25th December

c. The Contractor shall have all beddown and work site offices installed and operational within 30 days after receipt of the NTP. All AF103's and AF3000 shall be completed along with construction of any site offices and laydown yards. The Contractor shall be expected to be operational for on-site work on the 31st day after NTP.

1.6 AVAILABILITY OF UTILITY SERVICES

Water and Electricity will be available at the work site or in the vicinity of the work site. All reasonably required amounts of such utility services will be furnished to the Contractor without charge.

1.7 AVAILABILITY OF SANITARY FACILITIES

Toilet facilities are not available for Contractor's use.

1.8 TEMPORARY TELEPHONE

The Contractor may have telephone installed in his field office for his use in connection with this project subject to approval of the Contracting Officer or his/her designated representative. All expenses related to the installation and use of such telephone will be borne by the contractor.

1.9 WORK CLEARANCE PERMITS (AF FORM 103)

Coordination with the COR and technical inspector is required 21 days in advance for the issuance of work-clearance permit. This includes requests for the establishment of a field office or erection of portable toilet facilities prior to commencement of work.

1.10 SUSPENSION OF UTILITIES

The Contractor shall request approval of the Contracting Officer or his/her authorized representative 45 days prior to the suspension of utilities. In order to minimize the outage, the Contractor shall accomplish all work up to the point of connection of each unit before connecting the new system. The maximum length for outage will be 4 hours for water and 4 hours for electricity at a time unless otherwise approved by the Contracting Officer.

1.11 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to avoid interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings/areas not in the contract will not be permitted except as approved by the COR. Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

SECTION 01 00 00 Page 4

1.12 CONTRACT SUPERINTENDENT AND INTERPRETER

Contract superintendent shall be at the work site while subcontractor(s) is/are in work performance. The Contract Superintendents capable of speaking, understanding, reading, and writing English are desirable.

If such superintendent is not readily available, the Contractor shall have an English-speaking representative(s) on the job site(s) at all times during the performance of work under this contract. Failure to provide such representative(s) could result in the Contractor's work being stopped (at his/her expense) until such time as one is provided.

1.13 KEY PERSONNEL

1.13.1 U.S. Fire Protection Engineer (FPE)

U.S. Fire Protection Engineer (FPE) is a licensed U.S. Professional Engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveying (NCEES) and has a minimum of four (4) years of relevant fire protection engineering experience to review and approve fire protection issues associated with NFPA.

1.13.2 Asbestos Project Designer

Asbestos Project Designer is a licensed Architect, licensed Engineer, or certified Industrial Hygienist that has completed the Asbestos Project Designer course. Refresher training that is within one year that is specific to each discipline of Asbestos Training. Asbestos Project Designer shall have a minimum of two (2) years of on the job experience in hazardous materials and hazardous waste management.

1.13.3 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years of experience as a superintendent on construction projects containing components similar in size and scope to this project, and have at least one of the following qualifications:

a. U.S. Registered Structural Engineer or U.S. Registered Architect or 1 Kyu Kenchikushi (1st Class Qualified Architect).

b. U.S. Bachelors Degree in Construction Management or 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construction Management Engineer)

1.13.4 Contractor Quality Control

1.13.4.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to be a graduate of an accredited college with an engineering, architecture, or construction management degree, with a minimum of 5 years construction experience on construction of similar size and scope to this project. Refer to Section 01 45 00.00 10 QUALITY CONTROL, paragraph "CQC System Manager" for additional

SECTION 01 00 00 Page 5 requirements.

1.13.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:

Civil, Mechanical, Electrical, Structural, Architectural, Fire Protection, Communications, Environmental, Submittals, Occupied Family Housing, Concrete, Pavements, and Soils, Testing, Adjusting, and Balancing.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies may be employed by the prime contractor or a subcontractor on this project. These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the Quality Control Plan. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated area and that workload allows.

1.14 WRITTEN COMMUNICATIONS IN ENGLISH

All documents required under this contract, including but not limited to, safety hazard analysis plans, all correspondence of any nature whatsoever, and all other written communications, documents, drawings, reports, etc., of every description, shall be written in English or translated into English before being provided to the Government by the contractor. Delays encountered because a translated copy was not submitted shall be at the contractor's expense and are not grounds for delay.

1.15 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition one hard copy of all full-size drawings, specifications, addenda, modifications, approved shop drawings, Safety Data Sheets (SDS), and other related documents affecting the work at the job site(s). Drawings and specifications shall be marked daily to record all changes during construction. These documents shall be made available to the Contracting Officer during construction and shall be made available on request and be delivered to the Contracting Officer upon completion of the work.

1.16 MATERIAL APPROVAL SUBMITTAL

The material approval submittals listed on Schedule of Material Submittal form shall be submitted to the Contracting Officer for approval in accordance with the Contract Clause of this contract and instructions indicated in AF Form 3000 within 30 calendar days after NTP of the contract but before starting installation of any material. Items listed are principal materials only. The list does not in any way limit the responsibility of the contractor from submitting any materials specified in the technical provision of this contract when called for by the Contracting Officer. The Contractor shall submit the Contractor Chemical/Hazardous Material Authorization Form for each HAZMAT item to used and/or brought in site prior to the start of project. Refer to para.

1.2.3.1 of Section 01 57 19.00 TEMPORARY ENVIRONMENTAL CONTROLS.

1.17 MANIFEST

The Contractor shall submit all Waste Disposal Manifest A and Manifest E, both hardcopy and electronic copy, to the Contracting officer. The

SECTION 01 00 00 Page 6 submittal shall be translated to English.

1.18 AS-BUILT DRAWINGS

The Contractor shall submit one set of Auto CAD format and PDF digital drawing. Refer to para. 1.2.1 of Section 01 78 00.20 33 CLOSEOUT

SUBMITTALS.

1.19 DAILY REPORT

The Contractor shall submit daily report with pictures. Electronic copy shall be submitted via e-mail. It shall be delivered to 35 CONS and 35 CES by 0900 hours every morning.

1.20 BASE PASS

a. Prior to the start of on-site work, the Contractor shall submit applications for base passes (listed below) to the Contracting Officer, for all employees, including subcontractor employees, and vehicles requiring access to Misawa Air Base in order to perform this Contract.

(1) 5AF form 99, Application for Base Pass, for employees.

b. Upon completion of this Contract, the Contractor shall return all employee passes to the Visitor Control Section (35 SFS/SFAP), Bldg.

301, and obtain a certification of Receipt. Final Payment will be withheld until the Contractor has accomplished required clearances.

1.21 SAFETY REQUIREMENTS

The Contractor's work shall conform to the requirements of Safety and Health Requirements Manual EM 385-1-1 , JASS 2 , Temporary Works and local Act and Regulation of Occupational Safety and Health Act (Roudou Anzen Eisei-hou/kisoku) unless otherwise indicated in this section. The contractor shall provide the scaffolding structure erection calculation to 35 CES when required.

1.21.1 Special Safety Precaution

All personnel working at a height of 9 feet or above will be protected from potential falls by the use of safety belts and guard rails. No materials/tools will be thrown from high places to the ground. The public shall be adequately protected from the contractor's work by temporary barricades or fences.

1.21.2 Base Fire and Safety Regulations

In addition to the requirements of the contract clause FAR 52.236-13 , Accident Prevention, the Contractor shall comply with all pertinent requirements of Department of The Air Force Manual DAFMAN 91-203 , Air Force Occupational Safety, Fire, and, Health Standards. Subsequent compliance by subcontractors will be the responsibility of the prime contractor.

1.21.3 Open Flame and Welding

The Contractor shall submit a request for all open flame work permits to the Base Fire Department for approval. The Contractor shall describe the

SECTION 01 00 00 Page 7 work to be performed to the Fire Department representative at the work site receiving approval. The Base Fire Department and Technical Representative of the Contracting Officer shall be notified during hours of 0800 through 0900, Monday through Friday, prior to commencement of open flame work. Open flame work will not begin without approval of the COR and permission on AF Form 592, open flame and welding permit or until the Fire Department arrives at work site if required.

1.21.4 Barricades/Warning Lights

All excavated work area will be provided with barricades and warning lights:

a. Barricades shall be at least 36 inches (900 mm) high and will normally be striped with yellow on black. Barricades used at night must be reflective.

b. Sufficient yellow flashers or electric lamps shall be used at night to mark excavations and areas closed to traffic.

1.21.5 Typhoon and Storm Preparations

In order to minimize damage to public properties and prevent personal injury, the following actions will be taken upon declaration of the typhoon conditions described below. The Contractor shall insure that the construction sites are well prepared for protection from the dangers of heavy rain and strong winds. The Contractor will develop and establish the necessary procedures to be taken for storm preparation and provide in his/her Accident Prevention Plan, Part I, emergency phone numbers and addresses where at least three (3) officials of the company may be reached and notified in the event that an immediate typhoon alert is declared.

a. Typhoon Condition 3: When CONDITION THREE (Destructive winds possible within 48 hours) is declared, the Contractor shall:

(1) Clean and remove all loose debris and waste including scrap wood and metal, empty barrels and concrete form materials no longer required on the job site, to a safe area for proper disposition.

(2) Secure, tie down and anchor construction field office and storage facilities, scaffolding, concrete forms and supports, doors, windows, opening covers, stored lumber and other materials, mechanized construction equipment, temporary power line and supports, and other items that may be blown away or that might cause injury or damage.

(3) Inspect all excavation and trenching work in process, and provide necessary temporary drainage and proper protection and shoring for excavation sides and openings, in order to prevent damage to public roads and facilities by slides or flooding. Accumulation of water in the excavation of structure foundation work will be controlled and minimized.

b. Typhoon Condition 2: When CONDITION TWO (Destructive Winds anticipated within 24 hours), is declared, the work required at remote areas such as off-shore facilities or high elevations will cease immediately and the workers will be evacuated to a safe area. During condition two, the contractor will continue the actions described in paragraph a.

above and the construction site will be inspected for storm

SECTION 01 00 00 Page 8 preparation by the COR. The contractor shall request an inspection by calling the COR.

c. Typhoon Condition 1: When CONDITION ONE (Destructive winds imminent or anticipated within 12 hours) is declared all work will cease immediately and the contractor's representative shall insure that all necessary storm preparations, including the items listed below, are completed.

(1) All electrical circuits and equipment including temporary power lines are cut off and secured against unauthorized use.

(2) Gas cylinders, hot work equipment and flammable materials are properly stored at a safe area.

(3) Gas cylinders, hot work equipment and flammable materials are properly stored at a safe area.

(4) All workers have been evacuated from the construction site.

When Condition 1 is declared without the normal progression through Condition 3 and/or 2, the Contractor will take the actions listed in paragraph a. above, and also follow the procedures described herein.

d. High Wind Warnings: When wind gusts of 30 knots per hour or greater are forecast, the contractor will be required to perform general area cleanup in accordance with para. a.1. and a.2. above; i.e., to bundle and securely tie or securely cover and weight small wooden items, to remove and secure light weight barricades and to remove loose material from roofs and other high unprotected areas.

e. Investigation of Typhoon Damages: When "ALL CLEAR" is declared, the contractor may resume normal activities. The construction site will be investigated for all damage caused by the typhoon or high winds and the result of the investigation will be furnished in verbal or written form to the COR as soon as practicable.

1.21.6 Security for Existing Building

The existing building and their contents shall be kept secure at all times and the contractor shall provide temporary closures as required to maintain security as directed by the Contracting Officer.

1.22 FINAL/BOD INSPECTION

Final/BOD inspection will be conducted Monday through Friday only, between the hours of 0800 and 1600. The Government will perform the inspection within 48 hours after the Contractor's written request. Final/BOD inspections falling on the U.S. legal holiday or weekend will be postponed to the following work day. Extensions due the U.S. legal holidays will not be considered as part of the performance period.

1.23 CONSTRUCTION SIGN

The construction sign shall be provided and posted by the Contractor.

Colors shall comply with the Base standard. The location shall be coordinated with the technical inspector.

SECTION 01 00 00 Page 9

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 00 00 Page 10

MISAWA AIR BASE, JAPAN RTA Design Submittal

ATTACHMENT 01 00 00 Page 1

Changes: Air Force DÉCOR shall be Silver. Change office symbol from 35 CES/CECC to 35

CES/CENM.

AF DECOR

US AIR FORCE

PROJECT

QKKA XX-XXXX

MANAG ED BY 35CES/CECC

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

Not applicable.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the activity become familiar with and obey activity regulations including safety, fire, traffic, and security regulations. Keep within the limits of the work and avenues of ingress/egress unless otherwise approved by the CO. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.2.2 Occupied Buildings

Not applicable.

1.3 JAPANESE ROAD LAWS

The following Japanese Road Laws, Article Number 43 and 43-2, will be strictly complied with by the Contractor on the Base:

a. Article 43 - The Road Law, Japan (prohibitive acts relative to roads).

No person shall commit the following described acts:

Damaging the road, causing roads to be littered with debris, polluting the roads with debris or fallout from motor vehicles or otherwise defacing roads unreasonably or without due cause.

b. Article 43-2 (Measures to be taken to prevent cargo or things loaded on motor vehicles from falling out.)

The agency managing a road may, when there is reasonable cause for him to feel that things or cargo being carried on a motor vehicle may fall out and damage, pollute, or otherwise deface the road in which manner as to hinder or obstruct traffic, order the operator of the vehicle in question to take steps or measures necessary to prevent occurrence of such hindrance by stopping operation of the vehicle or correcting the method of loading or the method of traveling or operation of the vehicle.

1.4 ANTITERRORISM

1.4.1 Random Antiterrorism Measures (RAMs)

RAMS are conducted on Misawa Air Base at varying times during a 24-hour period and may consist of measures such as spot checks of identification credentials, random vehicle searches, and site security sweeps. The contractor is subject to participating and cooperating with RAMS as

SECTION 01 14 00 Page 1 directed by competent authority. Anticipate increased RAMS during Implementation of elevated Force Protection Conditions (FPCONs).

1.4.2 Reporting Suspicious Activity

It is the responsibility of all personnel working and residing on Misawa Air Base to be alert for detecting and reporting suspicious criminal or terrorist activity. The contractor shall immediately report any on-base observed suspicious activity to the 35 SFS/BDOC, Bldg. 646. All contractor employed personnel shall be familiar with suspicious activity reporting numbers and procedures. The primary number for reporting suspicious activity on Misawa Air Base is 911 from a base phone or 0176-53-1911 from a mobile phone or off base.

1.4.3 Performance of Services During Crisis

This service is not determined to be essential for performance during crisis as declared by the National Command Authority or Overseas Combatant Commander. In the event of crisis, the contractor will be notified by the CO of the need to discontinue services due to base closure or other causes. If notification to discontinue services is not received, the contractor will be expected to continue performance in accordance with the contract specifications and drawings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval . Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

Monthly Updates; G

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prepare and submit to the Contracting Officer a Baseline Construction Schedule within 30 days from NTP.

The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

Provide schedule in either Microsoft Project or Bar Chart format as specified in the contract.

1.3.1 Microsoft Project Requirements

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using the latest version of Microsoft Project but a minimum of Microsoft Project 2016.

Within 15 calendar days after approval of the Initial Schedule, submit to the Contracting Officer a final schedule.

SECTION 01 32 16.00 20 Page 1

1.3.1.1 Activity Requirements

a. At a minimum, identify the following in the schedule:

(1) Construction time for major systems and components

(2) Each activity assigned with its appropriate Responsibility Code

(3) Each activity assigned with its appropriate Phase and Area Codes

(4) Major submittals and submittal processing time

(5) Major equipment lead time

b. Build the Schedule as follows:

(1) Show submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities.

(2) With the exception of the Contract Award and End Contract milestone activities, use of open-ended activities is not allowed;

each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic.

Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook," including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

(3) Assign each activity its appropriate Responsibility Code and Area Code, indicating location and responsibility to accomplish the work indicated by the activity, Phase Code, and Work Location Code. Include anticipated tasks to be assigned Government responsibility.

(4) Date/time constraints or lags, other than those required by the contract, are not allowed unless approved by the Contracting Officer. Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

(5) Include the following Contract Milestones:

(a) Include as the first activity on the schedule a start milestone titled "Contract Award", which must have a Mandatory Start constraint equal to the Contract Award Date;

(b) Include Interim or Phased Completion Milestones required by the Contract or as approved by the Contracting Officer;

(c) Include Facility Turnover Planning Meeting Milestones;

(d) Include an unconstrained finish milestone on the schedule titled "Substantial Completion". Substantial Completion is

SECTION 01 32 16.00 20 Page 2 defined as the point in time the Government would consider the project ready for beneficial occupancy wherein by mutual agreement of the Government and Contractor. Government use of the facility is allowed while construction access continues in order to complete remaining items (e.g. punch list and other close out submittals).

(e) Include an unconstrained finish milestone on the schedule titled "Projected Completion". Projected Completion is defined as the point in time the Government would consider the project complete. This milestone must have the Contract Completion Date (CCD) milestone as its only successor.

(f) Include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)" with constraint type "Must Finish No Later Than". Calculation of schedule updates must be such that if the finish of the "Projected Completion" milestone falls after the contract completion date, then negative float will be calculated on the longest path and if the finish of the "Projected…