FA5205-16-R-0005_Atch._1_Specifications.pdf

SPECIFICATIONS

FOR

QKKA 14-1050

RNVT Dorm 539

MISAWA AIR BASE, JAPAN

25 Apr 16

Attachment 1 to RFP No. FA5205-16-R-0005

RNVT Dorm 539 Misawa AB, Misawa, Japan

QKKA141050

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 10 LIST OF ACRONYMS

00 01 15 LIST OF DRAWINGS

00 31 10 METRIC MEASUREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00.00 33 JIS ACCEPTABLE ALTERNATIVES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

02 85 00.00 20 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 57 00 URETHANE SPRAYED ELASTOMERIC ROOF COATINGS OVERLAY SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 32 13 ALUMINUM SLIDING GLASS DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTING, GENERAL

DIVISION 10 - SPECIALTIES

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 32 00 MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 21 13.00 20 LOW TEMPERATURE WATER HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 3

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 11 16 SECONDARY UNIT SUBSTATIONS

26 18 23.00 40 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 27 13.10 30 ELECTRIC METERS

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 31 49 CARBON MONOXIDE DETECTORS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

32 96 00 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

RNVT Dorm 539 QKKA141050

SECTION 00 00 10

LIST OF ACRONYMS

PART 1 GENERAL

1.1 SUMMARY

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

A2LA American Association for Laboratory Accreditation AASHTO American Association of State Highway and Transportation Officials AB Air Base ABC Aggregate Base Course ABS Acrylonitrile-Butadiene-Styrene ACI American Concrete Institute ACM(s) Asbestos-containing Material(s) AEIC Association of Edison Illuminating Companies AF Air Force / Actual Finish AFOHA Air Force Occupational Safety and Health Standard(s) AHA(s) Activity Hazard Analysis(es) / American Hardboard Association AHAP Asbestos Hazard Abatement Plan AI Asphalt Institute AIHA American Industrial Hygiene Association AMRL AASHTO Materials Reference Laboratory ANSI American National Standards Institute APP(s) Accident Prevention Plan(s) AS Actual Start Asbestos f/cc Asbestos Fiber Concentrations ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society for Testing Materials AWG American Wire Gauge AWS American Welding Society AWWA American Water Works Association (AWWA)

Base Misawa AB, Misawa, Japan bhp Brake Horsepower BICSI Building Industry Consulting Services International BIDI Bid Item BMEP Brake Mean Effective Pressure BMP(s) Best Management Practices BPE Base Project Engineer

CATV Community Antenna Television CATW Category of Work CCE Calcium Carbonate Equivalent CD Compact Disk CES 35th Civil Engineering Squadron CGPM General Conference on Weights and Measures CIH Certified Industrial Hygienist CIPP Cured In Place Pipe CLIN Contract Line Item Number cm centimeter(s) CMU Concrete Masonry Unit(s)

DOCUMENT 00 00 10 Page 1

CO Contracting Officer COC Chain-of-Custody CONS 35th Contracting Squadron COR Contracting Officers Representative COTR Contracting Officer's Technical Representative CP Competent Person CPG(s) Comprehensive Procurement Guideline(s) CPM Critical Path Method CPP Containment Prevention Plan CQC Contractor Quality Control CRR Corrosion Resistance Ratio CS 35th Communications Squadron CSEP Confined Space Entry Plan CSP Certified Safety Professional CWA Constant Wattage Autotransformer

DALT Duct Air Leak Test dBmV decibel millivolts DGA Dissolved Gas Analysis DLA Defense Logistics Agency DOD Department of Defense DOR Designer of Record DOT U.S. Department of Transportation

ELEC Electrical ELLAP Environmental Lead Laboratory Accreditation Program ELPAT Environmental Lead Proficiency Analytical Testing EMCS Energy Monitoring and Control System EPA U.S. Environmental Protection Agency EPP Environmental Protection Plan EPR Ethylene-Propylene-Rubber ES Early Start EXTR Exterior

FAR Federal Acquisition Regulations f'c Compressive Strength FEMP Federal Energy Management Program

FIFRA Federal Insecticide, Fungicide, and Rodenticide Act FM Factory Mutual f'm Strength FOW Feature of Work FP&P Fall Protection and Prevention g gram(s) G Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

g/L gram(s) per Liter(s) GCA Graded-crushed Aggregate GFCI Ground-fault Circuit Interrupter GFE Government furnished equipment GOJ Government of Japan GOVT Government GSA U.S. General Services Administration

DOCUMENT 00 00 10 Page 2

HEPA High-Efficiency Particulate Air HIC Head Injury Criteria HID High-intensity Discharge HM Hazardous Material HPS High-pressure Sodium HSCOR Heavy Snow Conditions of Readiness HVAC Heating, Ventilating, Air Conditioning

ICC International Code Council ICRI International Concrete Repair Institute IDC Initiating Device Circuits IDC Insulation Displacement Connection IEEE Institute of Electrical and Electronics Engineers IH Industrial Hygienist IHT(a) Industrial Hygiene Technician(s) IMPC Installation Pest Management Coordinator I-P Inch-Pounds

JEGS Japan Environmental Governing Standards JIS Japanese Industrial Standard(s) JMF Job Mix Formula JMOE Japanese Ministry of the Environment 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 LBP Lead-based Paint LBP/R/CP Lead-based Paint/Removal/Control Plan LED/LCD Light Emitting Diode/Liquid Crystal Diode LEED Leadership in Energy and Environmental Design LF Late Finish LL Load Losses LM Linear Meter m meter(s) m/s meter(s) per second MAP Model Accreditation Plan MCL/PWL Material Containing Lead/Paint with Lead MCOV Maximum Continuous Operating Voltage MDI Methylene Diphenel Isocyanate MECH Mechanical MEP Master Entry Plan MFH Military Family Housing mm millimeter(s) mm/s millimeter(s) per second MODF Modification MPa Megapascal MSDS Material Safety Data Sheet(s)

NAC Notification Appliance Circuits NARA National Archives and Records Administration NAS Network Analysis Schedule NBR Nitrile Butadeine Rubber

DOCUMENT 00 00 10 Page 3

NEMA National Electrical Manufacturers Association NESHAP "National Emission Standards for Hazardous Air Pollutants" NEXT Near End Cross Talk NICET "National Institute for Certification in Engineering

Technologies" NLL No-load Losses NLLAP National Lead Laboratory Accreditation Program Nm Newton meter(s) NPE Negative Pressure Enclosure NTP Notice To Proceed NTT Nippon Telephone Telegraph

O&M Operation(ing) and Maintenance o.c. on center OD Outside Diameter / Original Duration ODS Ozone Depleting Substances OSHA Occupational Safety and Health Administration OS&Y Outside Screw and Yoke

P&T Pressure and Temperature PAT Proficiency Analytical Testing PCB(s) Polychlorinated Biphenyl(s) PCM Phase Contrast Microscopy PDM Precedence Diagram Method PE Professional Engineer PELs Permissible Exposure Limit(s) PHAS Phase of Work PILC Paper Insulated Lead Covered PLM Polarized Light Microscopy PMG Permanent Magnet Generator PPC Project Pesticide Coordinator PPE Personal Protective Equipment ppm parts per million PRV Pressure Reducing Valve PVC Polyvinyl Chloride PVDC Polyvinylidene Chloride

QA Quality Assurance QAP Quality Assurance Plan QC Quality Control QCS Quality Control System

R Thermal Resistance RAP Recycled Asphalt Pavement 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 RLC(s) Residential Load Center(s) RMS Root Mean Square / Resident Management System RSO Radiation Safety Officer

S/mm Structures per square millimeters SBR Styrene Butadeine Rubber SD Submittal Description SF Start to Finish

DOCUMENT 00 00 10 Page 4

SHP Safety and Health Program SI International System of Units SLC Signal Line Circuits SOFA Status of Forces Agreement SPDT Single-pole Double-throw SSHO Site Safety and Health Officer

TDI Toluene Diphenel Isocyanate TEM Transmission Electron Microscopy THD Total Harmonic Distortion TNR Tensile Strength Ratio TPH Total Petroleum Hydrocarbons TSI Thermal System Insulation TSR Tensile Strength Ratio TV Television TWA Time Weighted Average

UL Underwriter's Laboratories USACE U.S. Army Corps of Engineers USG United States Government USGBC U.S. Green Building Council UV Ultraviolet

V Volt(s) Vac Volts a.c.

VECP Value Engineering Change Proposal VMA Voids in Mineral Aggregate VOC(s) Volatile Organic Compound(s)

W Watt(s) WBS Work Breakdown Structure WHE Weight Handling Equipment WIFI Wireless Internet WMP Waste Management Plan WPS Welding Procedure Specifications

XLP Cross-linked-thermosetting XRF X-ray Fluorescence

-- End of Document --

DOCUMENT 00 00 10 Page 5

Document 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING SHEET SHEET

NO. NO. NAME

1 G-001 Vicinity/Location Map, Team Listing

2 G-002 Sheet Index and General Notes

3 G-003 Scope of Work

4 G-004 LIFE SAFETY CODE SUMMARY

5 G-005 LIFE SAFETY PLAN - FIRST FLOOR

6 G-006 LIFE SAFETY PLAN - SECOND FLOOR (3RD & 4TH FLOOR

SIMILAR)

CIVIL

7 C-001 Civil Notes and Information

8 C-100 Site Demolition Plan

9 C-101 Site Plan

10 C-102 Water Service Plan and Profile

11 C-501 Water Piping Details

12 C-502 Water Details

13 C-503 Paving Details

14 C-504 Paving Details

STRUCTURAL

15 S-001 Structural Notes and Information

16 S-100 Framing Plan and Sections

17 S-200 Entry Ramp Plans and Details

ARCHITECTURAL

18 A-001 Abbreviations and Symbols Legend

19 A-002 Partition Types

20 A-003 Accessibility Compliance and Mounting Heights

21 AD101 Demolition First Floor Plan

22 AD102 Demolition Second Floor Plan

Document 00 01 15 Page 2

23 AD103 Demolition Third Floor Plan

24 AD104 Demolition Fourth Floor Plan

25 AD105 DEMOLITION UTILIDOR PLAN

26 AD121 Demolition First Floor Reflected Ceiling Plan

27 AD122 Demolition Second Floor Reflected Ceiling Plan

28 AD123 Demolition Third Floor Reflected Ceiling Plan

29 AD124 Demolition Fourth Floor Reflected Ceiling Plan

30 AD201 Demolition Exterior Elevations

31 AD202 Demolition Exterior Elevations

32 AD203 Demolition Exterior Elevations

33 AD401 Enlarged Demolition Plans - Typical Unit

34 AD402 Enlarged Demolition Plans - Typical Unit 35 AD420 Enlarged Demolition Plans - Mechanical Room & Typical

Storage

36 AD421 Enlarged Demolition First Floor Plans - Laundry & Exercise Room

37 AD422 Enlarged Demolition First Floor Plans - Lounge & Main Entry

38 AD423 Enlarged Demolition Second Floor Plans - Lounge & Laundry

39 AD424 Enlarged Demolition Third Floor Plans - Lounge & Laundry

40 AD425 Enlarged Demolition Fourth Floor Plans - Lounge & Laundry

41 AD430 Enlarged Demolition Plans - Central Stair 1

42 AD431 Enlarged Demolition Plans - East Stair 2

43 AD432 Enlarged Demolition Plans - West Stair 3

44 A-101 Overall First Floor Plan

45 A-102 Overall Second Floor Plan

46 A-103 Overall Third Floor Plan

47 A-104 Overall Fourth Floor Plan

48 A-111 Roof Plan

49 A-121 First Floor Ceiling Plan

50 A-122 Second Floor Ceiling Plan

51 A-123 Third Floor Ceiling Plan

52 A-124 Fourth Floor Ceiling Plan

53 A-201 Exterior Elevations

54 A-202 Exterior Elevations

55 A-203 Exterior Elevations

56 A-301 Building Sections

57 A-302 Building Sections

58 A-303 Wall Sections

59 A-401 Enlarged Plan, Enlarged RCP - Typical Unit

Document 00 01 15 Page 3

60 A-402 Interior Elevations - Typical Unit Bedroom

61 A-403 Intr. Elevs - Typ Unit Bathroom - Entry Ramp

62 A-404 Intr. Elevs - Typ Unit Closet

63 A-420 Interior Elevs, Enlarged Plans & RCP - Mechanical & Exercise RMS

64 A-421 Interior Elevations, Enlarged Plans & RCP - First Floor Lounge

65 A-422 Interior Elevs, Enlarged Plans & RCP - 1st FL Laundry & Typ Storage

66 A-423 Interior Elevs, Enlarged Plans & RCP - Second Floor Lounge & Laundry

67 A-424 Interior Elevs, Second Floor Lounge

68 A-425 Interior Elevs, Enlarged Plans & RCP - Fourth Floor Lounge & Laundry

69 A-426 Interior Elevs, Third Floor

70 A-427 Interior Elevs, Enlarged Plans & RCP - Fourth Floor Lounge & Laundry

71 A-430 ENLARGED CORRIDOR PLANS - 1ST FLOOR

72 A-431 ENLARGED CORRIDOR PLANS - 1ST FLOOR

73 A-432 ENLARGED CORRIDOR PLANS - 1ST FLOOR

74 A-433 ENLARGED CORRIDOR PLANS - 2ND FLOOR

75 A-434 ENLARGED CORRIDOR PLANS - 2ND FLOOR

76 A-435 ENLARGED CORRIDOR PLANS - 2ND FLOOR

77 A-436 ENLARGED CORRIDOR PLANS - 3RD FLOOR

78 A-437 ENLARGED CORRIDOR PLANS - 3RD FLOOR

79 A-438 ENLARGED CORRIDOR PLANS - 3RD FLOOR

80 A-439 ENLARGED CORRIDOR PLANS - 4TH FLOOR

81 A-440 ENLARGED CORRIDOR PLANS - 4TH FLOOR

82 A-441 ENLARGED CORRIDOR PLANS - 4TH FLOOR

83 A-450 Interior Elevations & Enlarged Plans - Central Stair 1

84 A-451 Interior Elevations & Enlarged Plans - East Stair 2

85 A-452 Interior Elevations & Enlarged Plans - West Stair 3

86 A-453 ENTRY RAMP ENLARGED PLAN, SECTIONS

87 A-501 Exterior Details

88 A-502 Interior Details

89 A-503 Door Details

90 A-504 Window Details

91 A-505 Window Details

92 A-506 Casework Details

93 A-601 Door Schedule and Legend

94 A-602 Window Schedule and Legend

95 A-603 Finish Schedule

Document 00 01 15 Page 4

MECHANICAL AND PLUMBING

96 M-001 MECHANICAL SYMBOLS, LEGEND & ABBREVIATIONS

97 MS101 MECHANICAL SITE PLAN

98 MS401 ENLARGED MECHANICAL SITE PLANS

99 MS402 ENLARGED MECHANICAL SITE PLANS

100 PD101 DEMOLITION PLUMBING PLAN - FIRST FLOOR

101 PD102 DEMOLITION PLUMBING PLAN - SECOND FLOOR

102 PD103 DEMOLITION PLUMBING PLAN - THIRD FLOOR

103 PD104 DEMOLITION PLUMBING PLAN - FOURTH FLOOR

104 MD101 DEMOLITION HEATING & VENTILATION PLAN - FIRST FLOOR

105 MD102 DEMOLITION HEATING & VENTILATION PLAN - SECOND FLOOR

106 MD103 DEMOLITION HEATING & VENTILATION PLAN - THIRD FLOOR

107 MD104 DEMOLITION HEATING & VENTILATION PLAN - FOURTH FLOOR

108 MD401 ENLARGED DEMOLITION PLAN - TYPICAL UNITS

109 MD402 ENLARGED MECHANICAL ROOM DEMOLITION PLAN

110 MD601 PLUMBING PIPING RISER DEMOLITION DIAGRAM

111 MD602 MECHANICAL DEMOLITION HEATING DIAGRAM

112 P-101 PLUMBING PLAN - FIRST FLOOR

113 P-102 PLUMBING PLAN - SECOND FLOOR

114 P-103 PLUMBING PLAN - THIRD FLOOR

115 P-104 PLUMBING PLAN - FOURTH FLOOR

116 P-401 ENLARGED PLUMBING PLAN

117 P-402 ENLARGED MECHANICAL ROOM PLANS

118 P-501 MECHANICAL DETAILS

119 P-601 PLUMBING PIPING RISER DIAGRAM

120 M-101 HEATING & VENTILATION PLAN - FIRST FLOOR

121 M-102 HEATING & VENTILATION PLAN - SECOND FLOOR

122 M-103 HEATING & VENTILATION PLAN - THIRD FLOOR

123 M-104 HEATING & VENTILATION PLAN - FOURTH FLOOR

124 M-401 ENLARGED HEATING & VENTILATION PLAN - TYPICAL UNITS

125 M-501 MECHANICAL DETAILS

126 M-502 MECHANICAL DETAILS

127 M-601 MECHANICAL PIPING DIAGRAM & DETAILS

128 M-611 MECHANICAL SCHEDULES

129 M-612 MECHANICAL SCHEDULES

FIRE PROTECTION

130 FS001 FIRE PROTECTION SITE PLAN

131 FA001 FIRE ALARM LEGEND, NOTES, ABBREVIATIONS AND EQUIPMENT

INSTALLATION DIAGRAMS

132 FA101 FIRE ALARM DEMO PLAN - FIRST FLOOR

Document 00 01 15 Page 5

133 FA102 FIRE ALARM DEMO PLAN - SECOND FLOOR

134 FA103 FIRE ALARM DEMO PLAN - THIRD FLOOR

135 FA104 FIRE ALARM DEMO PLAN - FOURTH FLOOR

136 FA105 FIRE ALARM PLAN - FIRST FLOOR

137 FA106 FIRE ALARM PLAN - SECOND FLOOR

138 FA107 FIRE ALARM PLAN - THIRD FLOOR

139 FA108 FIRE ALARM PLAN - FOURTH FLOOR

140 FA501 RISER DIAGRAM, MATRIX, FA TRANSMITTER ZONES

141 FA601 FIRE ALARM RISER DIAGRAM

142 FA602 FIRE ALARM RISER DIAGRAM

143 FX001 FIRE SPRINKLER LEGEND AND NOTES

144 FX101 FIRE SPRINKLER DEMO PLAN - FIRST FLOOR

145 FX102 FIRE SPRINKLER DEMO PLAN - SECOND FLOOR

146 FX103 FIRE SPRINKLER DEMO PLAN - THIRD FLOOR

147 FX104 FIRE SPRINKLER DEMO PLAN - FOURTH FLOOR

148 FX105 FIRE SPRINKLER PLAN - FIRST FLOOR

149 FX106 FIRE SPRINKLER PLAN - SECOND FLOOR

150 FX107 FIRE SPRINKLER PLAN - THIRD FLOOR

151 FX108 FIRE SPRINKLER PLAN - FOURTH FLOOR

152 FX501 FIRE SPRINKLER DETAILS

153 FX601 WET STANDPIPE / FIRE SPRINKLER RISER PIPING DIAGRAM

ELECTRICAL

154 E-001 ELECTRICAL ABBREVIATIONS, LEGEND, AND NOTES

155 ES100 ELECTRICAL SITE DEMOLITION PLAN

156 ES101 ELECTRICAL SITE PLAN

157 ED101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

158 ED102 ELECTRICAL DEMOLITION PLAN - SECOND FLOOR

159 ED103 ELECTRICAL DEMOLITION PLAN - THIRD FLOOR

160 ED104 ELECTRICAL DEMOLITION PLAN - FOURTH FLOOR

161 ED601 ELECTRICAL ONE-LINE DIAGRAM DEMOLITION & TEMPORARY

POWER PLAN

162 E-101 LIGHTING PLAN - FIRST FLOOR

163 E-102 LIGHTING PLAN - SECOND FLOOR

164 E-103 LIGHTING PLAN - THIRD FLOOR

165 E-104 LIGHTING PLAN - FOURTH FLOOR

166 E-111 POWER & COMMUNICATIONS PLAN - FIRST FLOOR

167 E-112 POWER & COMMUNICATIONS PLAN - SECOND FLOOR

168 E-113 POWER & COMMUNICATIONS PLAN - THIRD FLOOR

169 E-114 POWER & COMMUNICATIONS PLAN - FOURTH FLOOR

170 E-121 GROUNDING RISER DIAGRAM

171 E-401 ENLARGED ELECTRICAL PLANS

172 E-402 ENLARGED ELECTRICAL PLANS

Document 00 01 15 Page 6

173 E-403 ENLARGED ELECTRICAL PLANS

174 E-501 ELECTRICAL DETAILS

175 E-502 ELECTRICAL DETAILS

176 E-601 ELECTRICAL ONE-LINE DIAGRAM

177 E-602 ELECTRICAL ONE-LINE DIAGRAM

178 E-603 EMCS RISER DIAGRAM

179 E-604 CATV RISER DIAGRAM

180 E-605 TELECOM RISER DIAGRAM

181 E-606 CONDUIT ROUTING RISER DIAGRAM

182 E-610 TYPICAL UNIT CIRCUITING SCHEDULE

183 E-611 ELECTRICAL SCHEDULES

184 E-612 ELECTRICAL SCHEDULES

185 E-613 ELECTRICAL SCHEDULES

186 E-614 ELECTRICAL SCHEDULES

187 E-615 ELECTRICAL PANEL SCHEDULES

188 E-616 ELECTRICAL PANEL SCHEDULES

189 E-617 ELECTRICAL PANEL SCHEDULES

190 E-618 ELECTRICAL PANEL SCHEDULES

191 E-619 ELECTRICAL PANEL SCHEDULES

192 E-620 ELECTRICAL PANEL SCHEDULES

193 E-621 ELECTRICAL PANEL SCHEDULES

FIRE VEHICLE ACCESS

S1 C-601 SITE DEMOLITION PLAN FOR FIRE LANE

S2 C-602 SITE PLAN FOR FIRE LANE

DOCUMENT 00 31 10

METRIC MEASUREMENTS

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.

ASTM INTERNATIONAL (ASTM)

IEEE/ASTM SI 10 (2010) American National Standard for Use of the International System of Units (SI):

The Modern Metric System

1.2 GENERAL

This project includes metric units of measurements. The metric units used are the International System of Units (SI) developed and maintained by the General Conference on Weights and Measures (CGPM); the name International System of Units and the international abbreviation SI were adopted by the 11th CGPM in 1960. A number of circumstances require that both metric SI units and English inch-pound (I-P) units be included in a section of the specifications. When both metric and I-P measurements are included, the section may contain measurements for products that are manufactured to I-P dimensions and then expressed in mathematically converted metric value (soft metric) or, it may contain measurements for products that are manufactured to an industry recognized rounded metric (hard metric) dimensions but are allowed to be substituted by I-P products to comply with the law. Dual measurements are also included to indicate industry and/or Government standards, test values or other controlling factors, such as the code requirements where I-P values are needed for clarity or to trace back to the referenced standards, test values or codes.

1.3 USE OF MEASUREMENTS IN SPECIFICATIONS

Measurements in specifications shall be either in SI or I-P units as indicated, except for soft metric measurements or as otherwise authorized. When only SI or I-P measurements are specified for a product, the product shall be procured in the specified units (SI or I-P) unless otherwise authorized by the Contracting Officer. The Contractor is responsible for all associated labor and materials when authorized to substitute one system of units for another and for the final assembly and performance of the specified work and/or products.

1.3.1 Hard Metric

A hard metric measurement is indicated by an SI value with no expressed correlation to an I-P value. Hard metric measurements are often used for field data such as distance from one point to another or distance above the floor. Products are considered to be hard metric when they are manufactured to metric dimensions or have an industry recognized metric designation.

DOCUMENT 00 31 10 Page 1

1.3.2 Soft Metric

a. A soft metric measurement is indicated by an SI value which is a mathematical conversion of the I-P value shown in parentheses (e.g. 38.1 mm (1-1/2 inches)). Soft metric measurements are used for measurements pertaining to products, test values, and other situations where the I-P units are the standard for manufacture, verification, or other controlling factor. The I-P value shall govern while the metric measurement is provided for information.

b. A soft metric measurement is also indicated for products that are manufactured in industry designated metric dimensions but are required by law to allow substitute I-P products. These measurements are indicated by a manufacturing hard metric product dimension followed by the substitute I-P equivalent value in parentheses (e.g., 190 x 190 x 390 mm (7-5/8 x 7-5/8 x 15-5/8 inches)).

1.3.3 Neutral

A neutral measurement is indicated by an identifier which has no expressed relation to either an SI or an I-P value (e.g., American Wire Gage (AWG) which indicates thickness but in itself is neither SI nor I-P).

1.4 COORDINATION

Discrepancies, such as mismatches or product unavailability, arising from use of both metric and non-metric measurements and discrepancies between the measurements in the specifications and the measurements in the drawings shall be brought to the attention of the Contracting Officer for resolution.

1.5 RELATIONSHIP TO SUBMITTALS

Submittals for Government approval or for information only shall cover the SI or I-P products actually being furnished for the project. Submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved. Use IEEE/ASTM SI 10 as the basis for establishing metric measurements required to be used in submittals.

DOCUMENT 00 31 10 Page 2

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 STATEMENT OF WORK

1.1.1 Project Description

The work shall consist of, but is not limited to, providing all supervision, management, quality control, labor, materials, equipment, transportation and performing all work necessary for improvements to dormitory 539. Scope of work Includes military dormitory repair and associated infrastructure and site improvements. Scope of work shall include the following:

Base bid item no. CLIN 0001

SubCLIN 0001AA

CIVIL

Site Improvements to support new building systems; Anti-Terrorism / Force Protection (AT/FP) setbacks at west parking lot.

Site improvements to integrate with existing sidewalks, amenities and utilities;

ARCHITECTURAL

Interior demolition and new Architectural finishes including;

Replace tile at unit bathrooms, replace unit bathroom toilet accessories, replace unit bathroom doors, replace unit closets, replace chase wall and tile at lounge kitchen.

Replace AT/FP windows and exterior wall infill as required;

New insulation assemblies;

MECHANICAL

Renovate Mechanical plumbing systems;

ELECTRICAL;

Site utility and exterior distribution improvements to renovate Dorm Interior distribution, lighting and power for renovate Dorm 539.

Telephone system and data system CATV system installation.

EMCS system installation.

SubCLIN 0001AB

CIVIL

Site improvements to extend Fire Lanes.

MECHANICAL

Fire Suppressions systems in accordance with drawings.

Provide DDC for each heat pump and air handling unit

Section 01 11 00 Page 2

ELECTRICAL

Site utility and exterior distribution to Fire lanes.

Install new fire alarm, Mass Notification (MN).

Base bid item no. CLIN 0002 Concrete crack repair

Repair concrete cracks for the renovation of the dormitory 539. Provide a unit cost for repair of concrete cracks per the contract documents and include 1200m of work in the base bid. Contractor to provide remediation as needed.

Base bid item no. CLIN 0003 Mold removal and remediation

Remediate mold for the renovation of the dormitory 539. Provide a unit cost for mold remediation per the contract documents and include 800sm of remediation in the base bid. Contractor to provide remediation as needed.

1.1.1.1 Project Engineer Qualifications

The Contractor shall appoint a skilled Licensed Construction Engineer or Architectural Engineer in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister's Office of the Government of Japan, as the Project Engineer for this contract. A First Grade Construction Engineer or Architectural Engineer is required.

1.1.2 Location

The work shall be located at Misawa Air Base, Japan (Base).

1.1.3 Definitions

The term "United States" is assumed to appear before the word "Government" whenever the latter word appears in this contract, except where the word "Government" refers to a different named Government.

1.2 AUTHORITY

Except as noted below, the term "Contracting Officer" (CO) as used in this specification includes the authorized representative of the CO acting within the limits of his/her authority. With respect to all paragraphs of the specifications citing "approval by the CO" and all paragraphs cited in Material Approval Submittals, of the solicitation, the term "Contracting Officer" means only those individuals properly appointed as a Contracting Officer within the Contracting Squadron; no other Government personnel has the authority to grant such approval. This includes the Contracting Officer's Representative (COR). The COR has authority to review Material Submittal packages and recommend approval by the CO. At the Final Acceptance Inspection, the COR will perform the inspection and recommend acceptance or conditional acceptance to the CO.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:"

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a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work as approved by the CO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 WORK AREA

The Contractor's personnel are restricted to the area of construction only.

Transiting of areas not in the contract is not permitted except as required in the performance of this contract. Contractor shall secure work site(s) during non-working hours.

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office. Provide warning signs, hazardous communications, and other safety information in both Japanese and English, when non-English speaking personnel are in the area.

1.5 LOCATION OF UNDERGROUND FACILITIES

The Contractor shall obtain an Air Force (AF) Form 103 from Base Civil Engineering. This form will be approved/signed and utilities will be marked one time by the Government. The Contractor shall be responsible for maintaining these markings.

1.5.1 Notification Prior to Excavation

Notify the CO at least 48 hours prior to starting excavation work.

1.5.2 Excavation

a. Permits: The Contractor shall obtain an excavation permit before any excavation is started. The form(s) and the offices to be contacted will be provided by 35 CES/CENM project inspectors and the Contractor is responsible for obtaining the required coordination. Those areas which are known to contain underground utility lines will be designated as caution areas. The Contractor must exercise extreme caution when accomplishing the required excavation work. Hand excavation is required within 914.4 millimeters (mm) of existing utility lines. The Government reserves the right to repair all utility lines damaged by the Contractor at the expense of the Contractor.

b. Open Trenches: The Contractor shall rope off/barricade all open trenches in accordance with standard construction procedures, to include hazardous/warning signs.

c. Restoration: The Contractor shall restore all excavated areas to their original condition, to include backfill, original compaction, Section 01 11 00 Page 4 sodding, and scrubbings. New/replacement sod shall be placed edge-to-edge and staggered, unless otherwise shown or indicated.

1.6 WORKMANSHIP

a. Materials shall be installed in accordance with the approved recommendations of the manufacturer. The installation shall be accomplished by workmen skilled in this type of work.

b. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the Government-owned materials and equipment. The Contractor shall replace damaged Government properties caused by this project with new materials or equipment without additional cost to the Government. The work shall proceed in such a manner as to minimize the spread of dust and flying particles.

c. Demolition and Salvage: Materials to be removed shall be removed carefully so as not to damage material which is to remain or material which is deemed salvageable material. Sufficient safety precautions shall be taken to protect all personnel from injury.

All items to be removed shall be disposed of off base by the Contractor in an approved dumping area in accordance with local laws and regulations. Contractor shall restore all damaged surfaces and openings as a result of work under this contract to match new and/or existing adjacent surfaces unless otherwise specified or shown.

1.7 DELIVERY AND STORAGE

Equipment and materials shall be properly stored, adequately protected, and carefully handled to prevent damage before and during installation.

Equipment and materials shall be handled, stored, and protected in accordance with the manufacturer's recommendations and as approved by the CO. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the Government.

1.8 STANDARD PRODUCTS

Materials and equipment shall be essentially the standard cataloged products of manufacturers regularly engaged in production design that complies with the specification requirements. Materials and equipment shall essentially duplicate items that have been in satisfactory commercial or industrial use at least two years prior to the date for receipt of proposals. Where two or more units of the same type and class are required, these units shall be products of a single manufacturer.

1.9 MANUFACTURER'S RECOMMENDATIONS

Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the CO prior to installation. Installation of the item(s) will not be allowed to proceed until the recommendations are received and approved by the CO. Failure to furnish these recommendations can be cause for rejection of the material.

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1.10 WELDING

Welding shall be in accordance with qualified procedures using performance-qualified welders and welding operators. Welders shall be qualified using procedures in accordance with AWS D1.1 - 1998, JIS Z 3801 (1997), STANDARD

QUALIFICATIONS PROCEDURE FOR MANUAL WELDING TECHNIQUE.

1.11 COMMUNICATIONS

The Contractor shall work through the Base project manager and must notify CS/SCSP through the Contracting Officer's Representative at least 72 hours in advance to have communication lines staked. Any properly identified communication lines damaged by the Contractor's work shall be repaired by Japanese Government licensed communication lineman at the Contractor's expense. The repair action must meet USG or local Nippon Telephone Telegraph (NTT) standards. The Government reserves the right to repair all Contractor-damaged communications lines and deduct the repair cost from the contract.

Existing cables shall be uncovered by hand digging. Extreme care shall be used during digging to avoid penetrating or otherwise damaging the cable insulation. Power digging equipment shall be used for extensions only in the direction away from buried cables. Communication utilities will be identified electrically by the 35th Communications Squadron, Cable Maintenance Work Center. Utilities will be identified in accordance with acquisition of the building permit. In the event that changed conditions result, it is incumbent upon the Contractor to seek changed conditions through the Contract Office, 35 CONS/LGCC (Base Contracting Officer).

If a communications cable must be moved, it shall be coordinated through the COR and a government cable technician will advise on the best way to relocate it. The Contractor shall relocate the cable as directed. If the required relocation is not indicated in the contract drawings and specifications, relocation is subject to approval via changed conditions to the basic contract.

Refer to drawings for required action for Cable TV Equipment attached to exterior.

1.12 INTERPRETER

The Contractor shall have an English-speaking representative on the job site (Site) at all times during the performance of work under this contract.

Failure to provide such representative could result in the Contractor's work being stopped at his/her expense until such time as one is provided.

1.13 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through Friday between 0800 hours and 1615 hours. The Government will perform the inspection after (a) written notification by the Contractor to the CO; or

(b) the contract completion dates, whichever comes first. Final inspections falling on weekends or U.S. legal holidays will be postponed to the following workday. The Contractor shall notify the Using Agency (35 CES/CENM) through the COR 14 days prior to the final inspection.

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1.14 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the CO a minimum of seven calendar days prior to starting on-site work.

1.15 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

See Submittal Register after Section 01 33 00 SUBMITTAL PROCEDURES for listing of submittals. Copies of manufacturer data sheets and catalog cuts shall accompany each submittal.

1.16 JAPANESE INDUSTRIAL STANDARDS

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. It is the responsibility of the Contractor to provide all documentation required to prove the Japanese Industrial Standard is equivalent or more stringent than the U.S. Standard. All substituted material or equipment meeting an equivalent Japanese Industrial Standard (JIS) shall be submitted by the Contractor to the Contracting Officer for review and approval for compliance to the U.S. Standards prior to its use on the Project. If the Government requires, the Contractor shall provide an English language copy of the referenced standard to the Government for its consideration.

1.17 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition one copy of all drawings, specifications, addenda, modifications, approved shop drawings, Material Safety Data Sheets (MSDS), and other related documents affecting the work at this site. Drawings and specifications shall be marked daily to record all changes during construction. These documents shall be made available to the COR during construction and shall be made available on request and be delivered to the CO upon completion of the work.

1.18 USE OF EXPLOSIVES

The use of explosives is not permitted on Government installations.

1.19 BARRICADES

The Contractor shall provide barriers/signs to keep unauthorized persons from entering working area(s). Such barricades shall be required whenever safe public access to paved areas, such as roads, parking areas, or sidewalks, is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Necessary bilingual warning signs shall be provided by the Contractor and shall be used in the area where construction is undertaken. The Contractor shall protect open excavations with barricades and battery-powered lights at night as warning lights and shall assure that these lights are continuously operated. Warning signs and battery-powered lights shall be removed only after the affected area(s) has been inspected and accepted as directed by the CO.

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1.20 CLEANUP OF AREA

All Contractor-generated debris and rubbish shall be collected daily in a container that can be covered at the end of the day once the container is filled with trash.

1.21 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadway(s) and/or street(s) designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area(s).

Contractor shall be responsible for cleanup for any spills on roadways, streets, and other areas. Burning of debris and rubbish on Government installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

1.22 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess Contractor-furnished materials that has been exempt from Japanese Customs duties and taxes pursuant to Status of Forces Agreement (SOFA) shall be the Contractor's responsibility. If the Government and Contractor agree that the Contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees.

1.23 TRAFFIC CONTROL

Whenever construction activities will interfere with vehicular traffic, the Contractor shall always provide an open lane for vehicular traffic. The Contractor shall provide a flag man when a two-way lane is reduced to one lane traffic.

The Contractor shall provide, erect, and maintain adequate barriers, warning signs, rubber cones, lights, traffic control guards for night warning signals, and any other essential safety devices for the protection of the general public at all closures, excavations, detours, and points of danger at all times. If the Contractor fails to provide required traffic and safety measure and they have to be provided by the Government, the Contractor shall be held liable for all incurred cost. Such cost shall be deducted from the contract.

1.24 STORAGE OF MATERIAL AND FIELD OFFICE

1.24.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area, and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired.

1.24.2 Administrative Field Office

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Title II Office will be provided by the government. The Contractor shall not include the cost of the Title II Office in his bid.

1.24.3 Storage Area

The Contractor shall construct a temporary 1.8-meter (m) high chain-link fence around trailers and materials. The fence shall include plastic strip inserts, colored green, so that visibility through the fence is obstructed.

Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the CO away from the vicinity of the construction site but within the military boundaries.

Trailers, equipment, or materials shall not be open to public view with the exception of those items, which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

1.24.4 Supplemental Storage Area

Upon Contractor's request, the CO will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

1.24.5 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers, which in the opinion of the CO, that require exterior painting or maintenance, will not be allowed on military property.

1.24.6 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion.

1.24.7 Restoration of Storage Area

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

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1.25 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.

1.26 AVAILABILITY OF BUILDING/FACILITY

Contractor is expected to have to enter existing buildings. When entry is required, contractor shall contact the COR for direction.

1.27 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 CO. Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.28 MANAGING RADIOACTIVE MATERIALS

a. In all contracts where radioactive materials will be used, such as earthwork using a nuclear densometer, paint testing with an XRF, etc., Contractor must obtain approval from the Base Radiation Safety Officer (RSO) at least 30 calendar days before bringing the materials to the Base. The Base RSO is the 35th Medical Group's Bioenvironmental Engineer (DSN 226-6107 35 AMDS/SGPB), located at Building 96.

b. The Contractor must submit to the RSO the following:

(1) A brief description of the proposed activities.

(2) A copy of a valid U.S. Nuclear Regulatory Commission License/Permit or similar approval from the Government of Japan (GOJ) to possess and use radioactive materials.

(3) Japanese contractors will comply with the following GOJ regulation: The Law Concerning Prevention of Radiation Hazards Due to Radio-Isotopes, etc., Law No. 167, June 10, 1957, and subsequent revisions.

(4) The name, local address, and telephone number for the responsible local representative and the name, address, and telephone number of the RSO named on their license/permit.

(5) A copy of that part of the AF contract describing work to be done at the Base and the inclusive dates of the work.

(6) An acknowledgment that the Base RSO can make periodic checks to ensure that Contractor personnel follow radiation safety practices

Section 01 11 00 Page 10 to prevent exposures to AF personnel and avoid contamination of government property. Contractor operations believed to be unsafe due to radiation hazards can be grounds for suspension of work.

1.29 ASBESTOS-CONTAINING MATERIALS (ACMS)

The Contractor shall not use materials that contain asbestos.

1.30 POLYCHLORINATED BIPHENYLS (PCBS)

All electrical devices such as ballasts, transformers, etc., shall be PCB free.

1.31 CONFINED SPACES

a. A portion of the work required in this contract may be performed in a confined space. Depending on the location, areas are classified as permit-required or non-permit-required confined spaces. Before entering a designated permit-required confined space, the Contractor shall accomplish the following:

(1) Appoint an entry supervisor who is a fully qualified Operations Chief of Hazardous Work in Oxygen-Deficient Air in accordance with Japanese laws or in accordance with provisions established in AFOSH Standard 91-25 dated 1 February 1998. The Contractor shall submit certificate(s) of the entry supervisor during the material submittal stage.

(2) Develop a Master Entry Plan (MEP), which complies with Air Force Occupational Safety and Health Standard (AFOSH) Standard 91- 25 and obtain approved from 35 AMDS/SGPB (Bioenvironmental Engineering), and 35 CES/CEF (Base…