DRAFT_Specifications_Volume 1.pdf

FY19 HOSPITAL MODERNIZATION

MISAWA AIR BASE, JAPAN

Contract No. FA 8903-15-D-0004 Task Order 18-F-0072 Legacy project # QKKA188003, Opportunity 1090686

PROJECT SPECIFICATIONS

Volume 1 of 2 Divisions 01 - 13

ISSUED FOR CONSTRUCTION

23 December 2019

Hospital Modernization, Misawa AB Japan Issued for Construction Legacy Project #QKKA188003, Opportunity 1090686 December 23, 2019

SPECIFICATIONS TABLE OF CONTENTS Page 1

SPECIFICATIONS TABLE OF CONTENTS

VOLUME 1: DIVISIONS 01 - 13

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

ATTACHMENT: CONSTRUCTION SIGN

01 33 00 SUBMITTAL PROCEDURES

01 42 00.00 33 JIS ACCEPTABLE ALTERNATIVES

ATTACHMENT: JAPANESE PROFESSIONAL EXPERIENCE AND

REGISRATION EQUIVALENCIES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

ATTACHMENT 1: STATEMENT OF SPECIAL INSPECTIONS

ATTACHMENT 2: SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

ATTACHMENT: MISAWA AB INFECTION PROGRAM (1 of 2) ATTACHMENT: MISAWA AF INFECTION PROGRAM (2 of 2)

01 73 19 INSTALLATION OF GOVERNMENT-FURNISHED MEDICAL EQUIPMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

ATTACHMENT: DLA DISPOSITION SERVICES TURN-IN SMARTBOOK

02 82 00 ASBESTOS REMEDIATION

ATTACHMENTS: ASBESTOS LAB RESULTS

02 83 00 LEAD REMEDIATION

ATTACHMENT: LEAD PAINT LAB RESULTS

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

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

SPECIFICATIONS TABLE OF CONTENTS Page 2

DI VISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 22 00 ROOF AND DECK INSULATION

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 42 13 METAL WALL PANELS

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 54 19 POLYVINYL-CHLORIDE ROOFING

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 60 00 FLASHING AND SHEET METAL

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

08 91 00 METAL WALL LOUVERS

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

ATTACHMENT: BUILDING ENVELOPE INSPECTION CHECKLIST

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 72 00 DIGITALLY PRINTED WALL COVERING MURAL

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

SPECIFICATIONS TABLE OF CONTENTS Page 3

DI VISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 70 00 GENERAL REQUIREMENTS FOR MEDICAL AND DENTAL EQUIPMENT

11 71 00 WARMING CABINETS, STERILIZERS, AND ASSOCIATED EQUIPMENT

11 72 13 MEDICAL EQUIPMENT, MISCELLANEOUS

11 74 00 DENTAL EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 35 70 HEALTHCARE CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

13 49 10 X-RAY SHIELDING

ATTACHMENTs: PHYSICIST REPORTS (3)

VOLUME 2: DIVISIONS 21 – 33

DIVISION 21 - FIRE SUPPRESSION

21 13 18.00 10 PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION

21 30 00 AUTOMATIC TRANSFER SWITCHES FOR FIRE PUMP CONTROL

DIVISION 22 - PLUMBING

22 00 70 PLUMBING, HEALTHCARE FACILITIES

ATTACHMENT A: DOMESTIC WATER PUMP PREFUNCTIONAL CHECKLIST

ATTACHMENT B: DOMESTIC WATER BOOSTER PUMP FUNCTIONAL

PERFORMANCE TEST

ATTACHMENT C: DOMESTIC WATER CIRCULATING PUMP PREFUNCTIONAL

CHECKLIST

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

ATTACHMENT A: WATER SOFTENER PREFUNCTIONAL CHECKLIST

22 60 70 GAS AND VACUUM SYSTEMS FOR HEALTHCARE FACILITIES

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

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

ATTACHMENT A: MODULAR AIR-HANDLING UNIT PREFUNCTIONAL

CHECKLIST

ATTACHMENT B: MODULAR INDOOR CENTRAL STATION AIR HANDLING

UNIT FUNCTIONAL PERFORMANCE TEST

ATTACHMENT C: TERMINAL UNIT – HOT WATER HEAT PREFUNCTIONAL

CHECKLIST

ATTACHMENT D: VAV WITH REHEAT FUNCTIONAL PERFORMANCE TEST

ATTACHMENT E: EXHAUST FAN PREFUNCTIONAL CHECKLIST

SPECIFICATIONS TABLE OF CONTENTS Page 4

ATTACHMENT F: EXHAUST FAN FUNCTIONAL PERFORMANCE TEST

23 05 15 COMMON PIPING FOR HVAC

23 05 48.19 BRACING FOR HVAC AND PLUMBING

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

ATTACHMENT A: TESTING, ADJUSTING AND BALANCING PREFUNCTIONAL

CHECKLIST

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

ATTACHMENT A: BUILDING AUTOMATION SYSTEM FUNCTIONAL

PERFORMANCE TEST

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

VOLUME 3: DIVISIONS 26 – 33

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

ATTACHMENT A: PREFUNCATIONAL CHECKLIST

ATTACHMENT B: FUNCTIONAL PERFORMANCE TEST

26 53 00.00 40 EXIT SIGNS

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 21 00.00 20 INTERCOMMUNICATION SYSTEM

27 51 16 PUBLIC ADDRESS AND SOUND MASKING SYSTEMS

27 52 24 NURSE CALL SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

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

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

ATTACHMENT: GEOTECHNICAL REPORT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 SEEDING

SPECIFICATIONS TABLE OF CONTENTS Page 5

DI VISION 33 - UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 01.00 40 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRUBITION

-- End of Project Table of Contents --

FY 19 Hospital Modernization, Misawa AB, Japan Issued for Construction

SECTION 01 11 00

SUMMARY OF WORK

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 Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes 225 square meters of new building additions, 1701 square meters of renovation and temporary facilities during construction for the existing Misawa AF Hospital. Project scope includes sitework modifications, new addition footings and foundations, structure frame, exterior wall and roof construction, demolition of existing interior construction, new interior walls, ceilings door and finishes, mechanical, electrical, plumbing, communications and fire and life safety systems for the new and renovated areas. It also includes replacement mechanical systems for areas receiving no architectural renovation and communication, fire and life safety systems throughout the entire hospital. Departments affected by architectural renovation include Dental, Sterile Processing, Nutrition Services, Pharmacy, and Records.

1.2.2 Location

The work is located at the Misawa AB Hospital, Misawa AB, Japan, 40°41'25.0"N 141°21'43.5"E,, as indicated on the civil site plan.

1.2.3 PROJECT PHASING DESCRIPTION

See drawings for diagrammatic phasing plans, descriptions, and temporary phasing conditions.

PHASE A1

Renovate existing gym (LG22) for temporary nutrition services. Modify existing fire sprinklers as needed with a design density appropriate for future final usage of space as a high-density storage area; add drops to new ceiling. Space LG22 is currently not fully conditioned, HVAC shall be provided via AHU-4. Install new fire alarm/mass notification devices, voice/data, paging system speakers and security system devices.

PHASE A2

Renovate nutrition services. Add / relocate fire sprinklers as necessary for nutrition services. Install new fire alarm / mass notification / nurse call devices and wiring as applicable to this area. Renovate HVAC in all departments served by AHU-4. The departments affected include: Nutritional Medicine and Logistics. Renovate plumbing as required for Nutritional

SECTION 01 11 00 Page 1

Medicine. Install new fire alarm / mass notification / nurse call devices and wiring as applicable to these additional areas simultaneous to HVAC upgrades. Existing devices to remain in service until entire new alarm / mass notification zone can be active. AHU-4 to be installed in existing mechanical room LN01. Replacement of AHU-4 will require the provision of a temporary AHU due to the unit being replaced in place at its existing location. Nutrition services moves to permanent space.

PHASE B1

Mobilize mobile sterile processing unit and construction of temporary enclosed walkway to mobile trailer. Utilities for the mobile SPD trailer are to be provided by the contractor. Mobile sterile processing unit is commissioned.

Sterile Processing Department (SPD) moves to mobile sterile processing unit and nutrition services moves to temporary space.

The high-density storage system in the existing warehouse (LD23) is demolished and new mechanical space (LD25A) is constructed to accommodate new AHU-6. A new high-density storage system is installed in the remaining space not now taken allocated to the new mechanical room. Ceilings at LD23 are modified as needed for the construction of this room. The ceiling within the new mechanical space (LD25A) is demolished. Install new voice/data, paging system speakers and security system devices. Perform electrical system modifications to address deficiencies noted in report.

Add/relocate fire sprinklers as needed to maintain proper coverage in new mechanical room and in remaining high-density storage area. Install new fire alarm/mass notification devices and wiring as applicable during this phase. Existing devices to remain in service until entire new alarm/mass notification zone can be active.

PHASE B2

Renovate sterile processing departments (SPD). Add / relocate fire sprinklers as necessary for SPD. Install new fire alarm / mass notification / nurse call devices and wiring as applicable to this area. Renovate HVAC in all departments served by AHU-6. The departments affected include: SPD, Maternal Newborn, Surgical Operations. Renovate plumbing as required for SPD. Install new fire alarm / mass notification / nurse call devices and wiring as applicable to these additional areas simultaneous to hvac upgrades. Existing devices to remain in service until entire new alarm / mass notification zone can be active. AHU-6 is installed in new LD23A mechanical room. New water treatment equipment dedicated to SPD shall be provided in mechanical room LD23A. SPD moves to permanent space.

PHASE C1

Demolition of exterior canopy on west side of building and removal and reinstallation of four louvers at existing hvac towers. Construction of new building addition shell.

PHASE C2

Renovate west half of existing dental clinic and interior fit-out of building addition. Create and open connections between addition and west half of dental. Remainder of clinic to remain operational during construction. Install new fire alarm / mass notification devices and wiring in dental clinic addition. Install fire suppression pipe for dental clinic addition to be tied into existing dental clinic system. Relocate fire suppression piping as needed and install new sprinklers for west half of dental clinic per scope of work in Phase C2. Install new fire alarm / mass notification devices and wiring as applicable to these areas.

SECTION 01 11 00 Page 2

Existing devices to remain in service until entire new alarm/mass notification zone can be active. Install voice/data, paging system speakers, and security system devices. Install new nurse call system equipment and devices. Install new AHU-10 to serve new the addition and the west half of dental. Existing AHU-10 to be removed in phase C4. Install new dental gas system to serve west half of Dental. Existing medical gas equipment to be removed in phase C4. Renovate plumbing as required for west half of Dental Department. Dental Department moves into these spaces.

PHASE C3

Renovate north east quarter of dental clinic for temporary dental spaces.

Modify existing sprinklers as needed. Dental department expands into these spaces. Install voice/data, paging system speakers, and security system devices. Install new nurse call system equipment and devices. SPD staff has moved into permanent space; remove sterile processing unit. Utilities are to remain in place and are to be capped such that they do not impede use of parking, driving lanes, or sidewalks.

PHASE C4

Renovate south east quarter of dental clinic. North east quarter to maintain access to existing facility during construction. Relocate fire suppression piping as needed and install new sprinklers for south east quarter of dental clinic. Install new fire alarm / mass notification / nurse call devices and wiring as applicable to these areas. Existing devices to remain in service until entire new alarm / mass notification zone can be active. Install voice/data, paging system speakers and security system devices. Install new nurse call system equipment and devices. Extend new AHU-10 HVAC and dental gases to south east quarter of dental department. Existing AHU-10 to be removed. Renovate plumbing as required for south east portion of dental department. Existing medical gas equipment to be removed. Dental department expands into these spaces and moves out of Phase C3 temporary spaces.

PHASE D1

Renovate temporary nutrition services space to accommodate records storage. Install new high-density storage system. Wall and ceiling finishes installed as part of renovation for temporary nutrition services to remain. Reuse systems furniture installed for temporary nutrition services. Records moves into permanent space, records (LG22.)

Install new voice/data devices as needed.

PHASE D2

Renovate pharmacy addition, maintain access to existing facility during construction. Relocate fire suppression piping as needed and install new sprinklers for pharmacy. Modify openings in records release of information office (ud17) and first sergeant office (ud22.) Install new fire alarm / mass notification / nurse call devices and wiring as applicable to these areas. Existing devices to remain in service until entire new alarm / mass notification zone can be active. Provide new independent ahu to serve pharmacy renovation area. Renovate plumbing as required for pharmacy renovation area.

FIRE ALARM / MASS NOTIFICATION /NURSE CALL SYSTEM/ PAGING SYSTEM UPGRADES/

DEFICIENCY CORRECTION

Work to be done in conjunction with remodel scope, all other areas to be coordinated with occupants in sections. Install new devices prior to decommissioning and removal of existing devices. Shutdown areas to be limited; maximum number of rooms varies by department. See department

SECTION 01 11 00 Page 3 guide Ffor limitations. Areas of shut down are to be coordinated with the owner a minimum of 2 weeks in advance of shutdown, shutdown period not to exceed a maximum number of hours for a specific department; maximum shutdown period varies by department. See department guide for limitations.

OUTLINE OF MEP/COMM WORK FOR DEFICIENCY CORRECTION WORK

Where work occurs within an area undergoing remodeling/level 3 alterations, work to be done in conjunction with remodel scope.

ELECTRICAL:

Based on the 2015 Power Systems Analysis provided, (8) electrical panels have calculated available short circuit current values that exceed their rated withstand capability. The solution will be to modify these panels as necessary to safely withstand the calculated available short circuit current.

The fire pump is currently not fed from the correct branch of the ESS system and the overcurrent protection is not sized properly. A separate service feeder with correctly sized overcurrent protection will be derived from a source ahead of any other overcurrent protection to serve as the Normal source and reroute the existing emergency feeder to the Equipment branch. Both of the feeders would then serve a new fire pump transfer switch.

Arc Flash labels were not observed on any electrical panels therefore Arc Flash labeling will be installed.

Several code deficiencies were reported relating to the elevators. A power module will be installed ahead of each elevator controller. These power modules specifically address these deficiencies to bring elevator installations up to current code requirements. Additionally, disconnects will be installed for the elevator cab circuits and cab light circuits.

Elevator equipment room receptacles will be replaced with GFCI type receptacles and heat detectors will be installed for integration into the emergency shunt trip sequence.

An enclosed circuit breaker will be installed on the load side of the Blood Bank transformer to provide secondary conductor protection.

The dental air and vacuum system feeders are reported to not have proper overcurrent protection. These existing systems are being demolished. The new systems will be powered by a new critical power panel located in the new mechanical room addition.

The report noted that the buses in the three panels listed are not protected because the secondary circuit breakers are non-trip type. These circuit breakers will be replaced with standard trip type.

In the lower level main electrical room there is exposed cable at the floor level that could easily be damaged by housekeeping and ongoing work in the area. This will be addressed by installing a protective "cage" around the conductors. The cage will protect the conductors from physical damage while allowing free air circulation and straightforward visual inspection.

COMMUNICATIONS:

The major deficiencies are identified as the followings:

SECTION 01 11 00 Page 4

Nurse call system Paging system Refrigeration alarm system Grounding system

Nurse call system - the existing system doesn't meet UFC standards. New nurse call systems will be provided to replace the existing nurse call systems in the facility.

Paging system - the existing paging system headend equipment is out of date and does not meet current standards. New paging system headend equipment will be provided to replace existing. Ceiling speakers will be new in renovation areas. Ceiling speakers in non-renovation areas shall remain.

The existing speakers will be connected to the new headend equipment.

Refrigeration alarm system - the existing refrigeration alarm system only indicates trouble signals. Temperature of the refrigerators will not be displayed. However, the existing system will not be replaced in the scope of this project. A new refrigeration alarm system will be provided for the new addition area only. New system will have capacity for future renovation to tie into.

Telecommunications grounding system - not all telecommunications equipment areas have ground bars. This grounding system work is not included in the scope of this project and shall be included in a future renovation project.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer's Representative for approval by the CO a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

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

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 Contracting Officer's Representative. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

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.

SECTION 01 11 00 Page 5

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer's Representative 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 inspector 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 900 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, 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 COR. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the Government.

SECTION 01 11 00 Page 6

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 COR prior to installation.Installation of the item(s) will not be allowed to proceed until the recommendations are received and approved by the COR. Failure to furnish these recommendations can be cause for rejection of the material.

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.

1.12 INTERPRETER

The Contractor shall have an English-speaking representative on the job

SECTION 01 11 00 Page 7 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 COR 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.

1.14 NOTIFICATION BEFORE STARTING ON SITE WORK

The Contractor shall notify the COR 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

1.16 JAPANESE INDUSTRIAL STANDARD

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's Representative 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. Acceptable Japanese Equivalent Standards are listed in Specification 01 42 00.00 33 JIS Acceptable Alternatives

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, Safety Data Sheets (SDS), 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 COR upon completion of the work.

1.18 USE OF EXPLOSIVES

The use of explosives is not permitted on Government installations.

SECTION 01 11 00 Page 8

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 COR.

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 STORAGE OF MATERIAL AND FIELD OFFICE

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 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

SECTION 01 11 00 Page 9

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.

1.25 AVAILABILITY OF BUILDING/FACILITY

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

1.26 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.

1.27 ASBESTOS CONTAINING MATERIALS

The Contractor shall not use materials that contains asbestos. Asbestos removal as part of the demolition work in Area A of the Ground Level is to be completed by the Contractor, see specification 02 82 00 Asbestos Remediation and associated Appendices.

1.28 POLYCHLORINATED BIPHENYLS (PCBs)

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

1.29 AVAILABILITY OF LATRINE

Latrines are not available in the building/work area.The Contractor shall be responsible for providing latrines for his personnel.Locations of the latrines shall be designated by the COR.Any and all Contractor latrines shall be removed from Government property prior to issuance of final payment.

1.30 PASS AND IDENTIFICATION

a. The Contractor shall obtain the necessary passes and/or identifications for entry into the Base for himself, all employees, and subcontractors prior to commencement of work. Prescribed identification shall immediately be delivered to the COR for cancellation upon release of any employee.When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.The Government reserves the right to refuse to issue a pass to any and all employees of the Contractor for any reason deemed appropriate by the Government and in doing so shall not be entitled to equitable adjustment or relief under the Contract Disputes Act.The Pass and Registration Office may be contacted at DSN 226-3995.The Government will issue passes depending on the type of work to be completed and the length of the contract.The Government may inspect at its discretion all vehicles, including those with vehicle passes.

b. Conditions caused by force majeure (acts of war, terrorism, nature, etc.) shall be addressed via contract time extension, where warranted, at no cost only.The Contractor shall anticipate that in the event of

SECTION 01 11 00 Page 10 heightened alert, access to the Base may be denied for approximately three to five days.The Contractor shall also anticipate that during periods of heightened alert, time required to access the Base may increase.

c. Whenever the Government takes action, in its sovereign capacity under these conditions, the Contractor shall not be entitled to any additional monies or damages.

1.30.1 Employee Parking

Contractor and subcontractor employees shall park privately-owned vehicles in an area designated by the COR. This area will be within reasonable walking distance of the construction site.Contractor and subcontractor employee parking shall not interfere with existing and established parking requirements of the military installation.

1.31 OBSERVATIONS

Observation of work by the Government is for the sole benefit of the Government.The Contractor is fully responsible for supplying all necessary quality and technical inspections during the normal progress of work.Review of work in progress by the Government at any time prior to the Final Acceptance does not constitute interim or final acceptance.At the discretion of the COR, observations may be directed of work-phased work segments at their completion and prior to initiation of any further work.

If phased observations is directed, the Contractor shall notify the COR in writing at least 14 days prior to expected completion of the phase to be observed. Such observations shall not relieve the Contractor for variations or unacceptable conditions discovered up to and including the Final Acceptance.Destructive testing may be required and shall be performed by the Contractor at the direction of the COR. Work tested in this fashion shall be compensated only if found to conform to the contract requirements.

1.32 PRELIMINARY AND FINAL OBSERVATIONS

The Contractor shall request scheduling of the final and pre-final observations in writing a minimum of 10 work days in advance of project completion.The request for scheduling will be in writing to the COR.

Deficiencies shall be corrected within 14 days of the pre-final observation.

1.33 CONSTRUCTION SIGN

See Construction Sign attachment to this specification section.

1.34 EMERGENCIES

In case of an emergency, the COR, Security Forces personnel, Base Fire Chief, and other base personnel as identified have the authority to order the Contractor to stop work and clear the area of personnel and equipment.The Contractor shall comply with such an order with all possible speed.After clearing the work site as instructed, the Contractor shall immediately inform the COR of all verbal or written stop work orders.In the case of being halted by Security Forces personnel, the Fire Chief, or other base personnel as identified, the Contractor shall notify the COR in writing and provide explanation for the stoppage.

1.35 AVAILABILITY OF WORK SITE AND WORKING HOURS

a. The Contractor shall provide a notice to the COR at least 14 days prior

SECTION 01 11 00 Page 11 to commencement of the on-site 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) Work Days: Monday through Saturday, except U.S. legal holidays.

(2) Working Hours:0730 to 1630 hours.

(3) Working hours and days as listed in the Departmental Phasing Plans.

The above working days and hours may be extended by the COR upon the Contractor's request on the stipulation that work requiring inspecting by the Government or work unable to be inspected by the Government on the following day shall not be performed during the extended days and hours.Extension may be coordinated and approved through the COR and approved by the COR.

Coordinate facility wide systems updates with the affected department at least 3 weeks prior to start of construction. Contractor's working hours shall be as outlined in the departmental restrictions/requirements per the Drawings.

1.36 REQUEST FOR CONTRACTOR'S EMPLOYEE AND VEHICLE PASSES

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

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

(2) 35FW Form 59, Application for Vehicle Registration (for vehicles).

b. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the Visitor Control Section (35 SFS/SFAP), Building 301, and obtain a Certification of Receipt. Final payment will be withheld until the Contractor has accomplished required clearances.

1.37 WORK CLEARANCE PERMIT

Coordination with the COR 14 days in advance is required for issuance of work-clearance permit (AF FORM 103) along with requests for the establishment of a field office or erection of portable toilet facilities prior to commencement of work.

1.38 SAFETY REQUIREMENTS

The Contractor's work shall conform to the requirements of Safety and Health Requirements Manual (EM 385-1-1) unless otherwise indicated in this section.

1.39 SPECIAL SAFETY PRECAUTION

All personnel working at a height of 1.5 m or above will be protected from potential falls by the use of safety belts and guardrails.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.

1.40 BASE FIRE AND SAFETY REGULATIONS

In addition to the requirements of Contract Clause FAR 52.236-13, Accident

SECTION 01 11 00 Page 12

Prevention, the Contractor shall comply with all pertinent requirements of 35 FWI 32-2001, Fire Prevention and Protection.Subsequent compliance by subcontractors will be the responsibility of the prime contractor.

1.41 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 work to be performed to the Fire Department representative at the work site receiving approval.The Base Fire Department and Technical Representative of the COR 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.

1.42 BARRICADES/WARNING LIGHTS

All excavated work areas will be provided with barricades and warning lights.

a. Barricades shall be at least 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.

1.43 TYPHOON AND STORM PREPARATIONS

In order to minimize damage to public properties and prevent personal injury, the following actions shall 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 telephone number and addresses where at least three 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, 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 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 might cause injury or damage.

(3) Inspect all excavation and trenching work in progress, 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

SECTION 01 11 00 Page 13 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 2, the Contractor will continue the actions described in paragraph 1.51.a above and the construction site will be inspected for storm 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 shall 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)No igniting source is present.

(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 shall take the actions listed in paragraph 1.51.a above, and also follow the procedures described herein.

d. High Winds Warnings - When wind gusts of 55.56 kilometers per hour (km/h) or greater is forecast, the Contractor will be required to perform general area cleanup in accordance with paragraphs (1) and

(2) under TYPHOON CONDITION 3 above, i.e., to bundle and securely tie or securely cover and weight small wooden items, to remove and secure lightweight barricades, and to remove loose material from roofs and other high unprotected areas.

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

1.44 MATERIAL APPROVAL SUBMITTAL

The material approval submittals listed in the Schedule of Contractor's Material Submittals (SMS), Submittal Form shall be submitted to the COR for approval in accordance with the Contract Clause of the Contract and instructions indicated in "Submittal Register" within 30 calendar days after receipt of NTP and before starting installation of any materials.Items listed in AF Form 66 are principal materials only.This listing does not in any way limit the responsibility of the Contractor to submit any materials specified in the technical provision of this Contract when called for by the COR.

1.45 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

The Contractor shall take a pro-active, responsible role in the management of construction and demolition waste and require all subcontractors, vendors, and suppliers to participate in the effort.The Contractor shall be responsible for implementation of any special programs involving rebates or similar incentives related to recycling of waste.Revenues or other savings obtained for salvage or recycling shall accrue to the Contractor.The Contractor shall: (1) practice efficient waste management when sizing, cutting, and installing products and materials; and (2) use all reasonable

SECTION 01 11 00 Page 14 means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse.

1.46 RECYCLED/RECOVERED MATERIALS

The U.S. Environmental Protection Agency (EPA) has designated certain items which must contain a specified percent range of recovered or recycled materials.EPA-designated products specified in this contract comply with the stated policy and with EPA guidelines.The Contractor shall make all reasonable efforts to use recycled and recovered materials in the execution of the work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 15

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

All submittals shall be in English.

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically…