Attachment 1b

DEPARTMENT OF THE ARMY

US ARMY GARRISON - JAPAN

DIRECTORATE OF PUBLIC WORKS

APO Area Pacific 96343-5006

CONTRACT SPECIFICATION

FOR

X-11-802 (1F-00008-9J)

INSTALL SOLAR POWER SYSTEM, BUILDING 1285

AT

HIRO AMMUNITION DEPOT

emiko.soeda Typewritten Text 20 Apr 11

X11802

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 35 43 ENVIRONMENTAL MANAGEMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 26 - ELECTRICAL

26 00 00 ELECTRICAL

26 20 00 ELECTRICAL DISTRIBUTION SYSTEM

DIVISION 48 - ELECTRICAL POWER GENERATION

48 14 13 PHOTOVOLTAIC SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

The work covered by these contract documents consist of furnishing all supervision, labor, equipment, and materials necessary to perform all operations required to complete ready for use unless otherwise specified herein this specification.

1.2 SUBMITTALS

The following shall be submitted to the Contracting Officer for approval.

SD-01 Preconstruction Submittals

Safety Plan

Environmental Plan

Memorandum for Hazardous Material Usage

SD-07 Certificates

Site Safety and Health Officer

Site Manager

SD-11 Closeout Submittals

As-Built Drawing

1.3 PRINCIPAL FEATURES OF WORK

The following principal features are expressed in general terms and in no way shall limit the responsibility of the contractor in performing all work indicated or required to provide a complete and usable facility.

Electrical Work

a. Install new solar power modules, power conditioner, breaker boxes, distribution panel, transformer, management computer, indication monitor, receptacle outlets and conduit wiring system.

b. Clean and paint existing roof top as shown on drawings.

c. Modify existing power panels to accommodate new photovoltaic System.

1.4 INSTALLATION/BASE PASS

The U.S. Government will issue all required Installation/Base Passes and Controlled Area Badges to contractor personnel at no cost to the contractor. The Prime contractor shall be responsible for all passes

SECTION 01 11 00 Page 1 issued to his own or his subcontractor's employees under this contract.

The contractor shall return all applicable passes upon termination of employment or completion of this contract to the Japanese Pass Section, and a certificate of receipt shall be obtained. Final payment will be withheld until the contractor has been relieved of all accountability and/or obtained the necessary pass clearance certificate for Government issued installation/base passes used in the performance of this contract.

1.5 AVAILABILITY OF FACILITY

The facility will be made available to the contractor from 8:00 A.M. to 4:45 P.M., Monday through Friday, 5 days a week, excluding U.S. holidays but including Japanese legal holidays.

U.S. Holidays:

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

However, in order to minimize inconvenience to the facility users, utility outages, if needed, may require work outside the normal working hours/days stated above. The contractor shall coordinate any outage through the Construction Inspector in advance, as specified in this specification.

1.6 UTILITIES

Water and electric utilities will be furnished by the U.S. Government at no cost to the contractor.

Cross Connection: Contractor shall be responsible for preventing actual or potential cross connections between potable and non-potable water supply during the construction work. The contractor must notify the Construction Inspector for use, installation or maintenance of potable water service connection to ensure the following provision:

a. No water service connection will be installed / maintained to / at any premises where actual or potential cross connections to the potable water system may exist, unless such actual or potential cross connections are properly abated or controlled.

b. No connection will be installed or maintained whereby an auxiliary water supply may enter a public water system, unless such auxiliary water supply will have been approved by the Construction Inspector.

c. No water service connection will be installed / maintained to / at any premises in which the plumbing system, facilities and fixtures have not been constructed and installed using acceptable plumbing practices.

SECTION 01 11 00 Page 2

1.6.1 Utility Outage

The contractor shall submit a schedule of outage to the Construction Inspector and shall notify the Construction Inspector in writing no less than 21 days in advance of the proposed interruptions. Coordinate with the Construction Inspector when this requirement of 21 days cannot be met.

1.6.2 Fire Protection System Outage

Provide at least 21 calendar days advance notice of planned utility outages including fire systems. Coordinate with the Construction Inspector when this requirement of 21 days cannot be met. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance Government Construction Inspector approval. Fire system disconnection and reactivation requires the coordination with Fire and Emergency Service Division through the Construction Inspector. No utility outages will be permitted until the contractor has submitted the request form and receives an approval of the Construction Inspector, and other applicable personnel.

1.7 TEMPORARY TELEPHONE

Upon request, the contractor may install in his field office a Government telephone (Class B) for his use, based on his normal submission of a work order to the area communication officer. All expenses generated from, or related to his use of such instrument will be borne by the contractor.

1.8 OCCUPANCY

The facilities/areas will be occupied. The contractor shall provide the construction plan and schedule to be coordinated with the Construction Inspector for all work to be performed.

1.9 REGULATIONS

1.9.1 Fire

The contractor shall comply with all pertinent requirements of the U.S.

Army and USAG-J Regulations 420-90, and ensure compliance by all subcontractors. All temporary wiring at the construction site shall be installed with ground fault protection.

1.9.2 Safety

The contractor shall not commence work at the job site until an Accident Prevention Plan and Job Hazard Analysis are submitted for review and approved by the Contracting Officer. The contractor is responsible for reviewing Section 1 of EM 385-1-1, the U.S. Army Corps of Engineers' Safety and Health Requirements manuals. The contractor shall be responsible to submit the Accident Prevention Plan, Job Hazard Analysis. The Contractor shall obtain approval and signature from the Safety Office prior to submitting to the Contracting Officer.

1.9.3 Environmental

All work pertinent to environmental protection such as storm water, hazardous waste, solid waste and lead-based paint shall follow the requirements of Japan Environmental Governing Standards (JEGS) and Army

SECTION 01 11 00 Page 3

Technical Manual 38-410. Per the AR200-1 and the Installation Environmental Management System Implementation Plan (EMSIP) of latest edition, all the contractor personnel are required to complete the Environmental Management System Awareness training prior to commencing operation on any United States Army Garrison Japan facilities. The certificates shall be submitted for review and approved by the Contracting Officer.

1.9.4 Site Safety and Health Officer (SSHO)

Per EM 385-1-1, the contractor shall appoint SSHO for this project. The contractor shall submitt the copy of training certificate to the Contracting Officer for approval.

1.9.5 Site Manager (Genba-kantoku)

Site manager shall be selected for every contract as a minimum. Site mangers shall be licensed for appropriate discipline of architecture, mechanical, piping, electrical, civil, or landscape suitable for each contract; 1st or 2nd Sekoukanri-gishi. The contractor shall submit the copy of licenses to the Contracting Officer for approval.

1.10 GUIDANCES AND REFERENCES

The matters that have not been described in Government drawings and/or specifications shall refer to the latest editions of following the Ministry of Land, Infrastructure, Transport and Tourism (MLIT) publications:

Public Building Master Guide Specifications for Architectural Work (Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho Kenchiku Kouji hen)

Public Building Master Guide Specifications for Electrical Work (Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho Denki Setsubi Kouji-hen)

Public Building Master Guide Specifications for Mechanical Work (Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho (Kikai Setsubi Kouji hen)

Public Building Standard Detail Drawings for Architectural Work (Kenchiku Kouji Hyoujyun Shousaizu)

Building Standard Detail Drawings for Electrical Work (Koukyou Kenchiku Setsubi Kouji Hyoujyunzu (Denki Setsubi Kouji hen)

Building Standard Detail Drawings for Mechanical Work (Koukyou Kenchiku Setsubi Kouji Hyoujyunzu (Kikai Setsubi hen)

1.11 DAMAGE TO FACILITIES

1.11.1 General

All damaged portions incurred due to replacement and installation work shall be repaired and restored to match the original condition by the contractor at no cost to the Government.

1.11.2 Utilities

In the event of the contractor-caused utility failure/disruption, the contractor will first make the area safe, then immediately contact the Construction Inspector and the Contracting Officer. The Construction

SECTION 01 11 00 Page 4

Inspector is responsible for coordination with the Engineering Division, DPW. If the damaged utilities were previously known or shown to the contractor, and there was negligence on his part, the utilities will be repaired by the contractor in a timely manner at no cost to the Government.

1.12 SCHEDULE, PERMIT, AND PLAN

1.12.1 Work Schedule

The contractor shall provide and submit to the Construction Inspector a detailed work progress schedule in the form of a Bar Chart Work Schedule showing the step-by-step phases of work to be accomplished prior to performing actual work. The contractor shall require coordination with the Construction Inspector to make a work progress schedule.

1.12.2 Directorate of Public Works (DPW) Excavation Permit

It is the contractor's responsibility to prepare the Excavation Permit at their own expense. The contractors shall not commence work for any excavation, 300 mm or more in depth at the job site until the DPW Excavation Permit form is submitted to the Construction Inspector reviewed and approved by the listed DPW organizations, Security Police, Safety, Communications, Commercial Utility Company and Chief of Subfacility Engineer, DPW. Only after the permit is approved and signed by organizations and other agencies listed in the DPW Excavation Permit, may the contractor commence with the excavation work. Without a permit, the excavation work will be stopped, until such the time an approved permit is obtained.

1.12.3 Temporary Protection Plans (Kasetsu Keikaku-sho)

Upon request by the Government the Contractor shall provide appropriate temporary protection measures to protect workers and Government personnel at construction work site during construction, and submit the temporary protection plans to the Construction Inspector for approval prior to on-site work. The Contractor shall be responsible to minimize the inconvenience and avoid any danger to Government personnel and workers.

1.12.4 License for Heavy Equipment Operators

In the case of using heavy equipment in the Government properties, the Contractor shall provide a copy of the license for heavy equipment to the Safety Office through the Construction Inspector prior to actual commencement.

1.13 QUALITY CONTROL/CONSTRUCTION INSPECTION

The contractor shall establish and maintain an effective quality control (QC) system in compliance with the contract clause entitled Inspection of Construction. The quality control system shall consist of plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction and operations, which comply with contract requirements. The system shall cover construction operations both onsite and offsite, and shall be keyed to the proposed construction sequence.

1.14 OFF LIMITS AND WET PAINT SIGNS

The contractor shall make stenciled 2'-0" x 3'-0", "OFF LIMITS" and "Wet

SECTION 01 11 00 Page 5

Paint" signs made of sheet metal or plywood as required and prominently post these at the job site.

1.15 SOLID WASTES

Solid waste (construction and demolition debris, etc.) generated from this project shall be recycled/disposed of at an authorized off-base facility/facilities in accordance with Chapter 7 of JEGS, ARs-200-1 (Environmental Protection and Enhancement) and 420-49 (Utility Services) as well as applicable host nation's laws and regulations.

1.16 WORK RECORDS

1.16.1 As-Built Drawing

The Government may provide the Contractor current As-Built Drawings (hard copy) to develop new As-Built Drawings reflecting all completed work. A copy of the drawings shall be kept at the work site during construction to show all changes from the original documents generated by modifications and the exact as-built locations, sizes, types of equipment, hidden utilities or other items. Upon completion of the installation and prior to final inspection, the contractor shall submit a copy of draft As-Built drawings and CADD data. The Contractor shall submit the final As-Built Drawings (DXF formatted drawings and PDF file).

1.16.2 Photographic Records

The contractor shall furnish the Construction Inspector with the photographic records of each sequence of work which will be hidden or if it is difficult to examine the condition of work, such as reinforcement for concrete, underground piping system, air duct system above ceiling and etc.

1.17 ENGLISH COMMUNICATION

1.17.1 Written Communication in English

All submittals required under this contract (including but not limited to:

safety analysis plan, quality control plan, all correspondence, and all other written communications, documents, drawings, reports, manuals, etc.)

shall be written in English or translated into English before being provided to the Government by the contractor.

1.17.2 English Speaking Representative

At all times during the contract period the contractor shall have an employee capable of fluent bilingual (Japanese & English) speech at the job site. The bilingual interpreter shall have the capability to receive and issue technical explanations and instructions between the Government representative and the contractor.

PART 2 PRODUCTS

2.1 LIMITATIONS FOR USE OF MATERIALS

The contractor shall submit the memorandum for hazardous material usage that pledges the conformance of the following requirements signed and sealed by the authority of the contractor. The contractor shall be responsible for selecting and determining the materials used for this contract for conformance with this specification. The contractor shall

SECTION 01 11 00 Page 6 provide the Contracting Officer a hazardous material (HM) inventory and Material Safety Data Sheets (MSDSs in English) prior to such HM being delivered to the job sites.

a. Do not use materials containing greater than 0.1 % asbestos.

b. Do not use materials containing greater than 0.06 % lead by weight in the total nonvolatile content of liquid paint and 0.5 % (5000 ppm) by weight of Paint in Place. Further, do not use materials containing detectable lead, mercury, chromium and cadmium by atomic absorption spectrum (AAS) deemed as Heavy Metal-Based Paint (HMBP).

c. Do not use materials containing chlorpyrifos.

d. Use Formaldehyde Rated of 4-stars for all products.

2.2 INSPECTION AND RANDOM SAMPLING BY THE GOVERNMENT

The Government reserves the right to inspect all materials to be used in performance of the project and to take samples to examine the contents of asbestos, lead, etc. to measure the compliance with these requirements specified in this specifications. Whenever the Government becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of the public, Government personnel or workers, the Government will notify the Contractor orally, with written confirmation, and direct immediate initiation of corrective action at the Contractor's sole cost. This notice, when delivered to the Contractor or the Contractor' representative at the work site, is considered sufficient notice of the noncompliance and that corrective action is required. After receiving the notice, the Contractor must immediately take corrective action to replace the noncompliance with materials/equipment complied with the requirements. If the Contractor fails or refuses to promptly take corrective action, the Government may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor is not entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order issued under this contract.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 7

SECTION 01 35 43

ENVIRONMENTAL MANAGEMENT

PART 1 GENERAL

The contractor shall perform the work minimizing environmental pollution and damage as the result of construction and/or demolition operations.

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the utility of the environment for aesthetic, cultural and/or historical purposes. The control of environmental pollution and damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, as well as other pollutants. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract.

1.1 REFERENCE

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.

JAPAN ENVIRONMENTAL GOVERNING STANDARDS (JEGS)

1.2 PRECONSTRUCTION MEETING

After award of Contract and prior to commencement of the work, the Contractor shall schedule and conduct a meeting with the Construction Inspector to discuss the proposed Environmental Protection Plan and to develop a mutual understanding relative to the details of environmental protection. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting.

1.3 ENVIRONMENTAL PROTECTION PLAN

Prepare and submit an Environmental Protection Plan to the Environmental Division office through the Construction Inspector. At a minimum, address the following elements in accordance with this section:

a. Methods for protection of features to be preserved within authorized work areas like trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archaeological, and cultural resources.

b. Procedures to be implemented to provide the required environmental protection, to comply with the applicable laws and regulations, and to correct pollution due to accident, natural causes, or failure to follow the procedures of the environmental protection plan.

c. Traffic control plan including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather, and the amount of mud transported onto paved public roads by vehicles or runoff.

SECTION 01 35 43 Page 1

Revise and resubmit Plan as required by the Environmental Division office.

Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations.

1.4 PERMITS

The contractor shall obtain all needed permits or licenses. The Government will not obtain any permits for the subject project; see Contract Clause PERMITS AND RESPONSIBILITIES. The contractor shall be responsible for implementing the terms and requirements of the appropriate permits as needed and for payment of all fees.

1.5 NOTIFICATION

The Construction Inspector will notify the contractor in writing of any observed noncompliance with the previously mentioned local laws or regulations, permits, and other elements of the contractor's environmental protection plan. The contractor shall, after receipt of such notice, inform the Construction Inspector of proposed corrective action and take such action when approved. If the contractor fails to comply promptly, the Construction Inspector may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions shall be granted or costs or damages allowed to the contractor for any such suspensions.

1.6 SPILL PREVENTION CONTROL AND COUNTERMEASURE (SPCC)

The contractor shall follow the installation SPCC plan and Oil and Hazardous Substance (OHS) pollution Contingency Plan in case of spill or release of POL and/or hazardous substances. The Contractor shall immediately notify Fire and Emergency Services, Directorate of Emergency Services (DES), U.S. Army Garrison Japan of any spill incidents that occur on the installation through the Emergency Phone Number. The Contractor shall be liable for containment and clean-up of the site.

1.7 CONTRACTOR FACILITIES AND WORK AREAS

The contractor's field offices, staging areas, stockpile storage, and temporary buildings shall be placed in areas designated on the drawings or as directed by the Construction Inspector. Temporary movement or relocation of contractor facilities shall be made only when approved by the Construction Inspector.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROTECTION OF NATURAL RESOURCES

Comply with applicable regulations and these specifications. Preserve the natural resources within the project boundaries and outside the limits of permanent work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by the Contracting Officer.

SECTION 01 35 43 Page 2

3.1.1 Water Resources

Comply with requirements of JEGS. Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Store and service construction equipment at areas designated for collection of oil wastes. Prevent ponding of stagnant water conducive to mosquito breeding habitat. Prevent run-off from site during demolition and construction operations.

3.1.2 Land Resources

Prior to construction, identify land resources to be preserved within the work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without permission from the Contracting Officer.

3.1.2.1 Erodible Soils

Plan and conduct earthwork to minimize the duration of exposure of unprotected soils, except where the constructed feature obscures borrow areas, quarries, and waste material areas. Clear areas in reasonably sized increments only as needed to use the areas developed. Form earthwork to final grade as shown. Immediately protect side slopes and back slopes upon completion of rough grading.

3.1.2.2 Erosion and Sedimentation Control Devices

Construct or install temporary and permanent erosion and sedimentation control features as required.

3.1.2.3 Tree and Plant Protection

Prior to start of construction, tag each tree and plant scheduled to remain. In the event of damage to tree or plant, the Government may, at the Contracting Officer's discretion, deduct the indicated value of the damaged tree or plant from the Contract Sum.

3.1.3 Air Resources

Equipment operation and activities or processes performed by the contractor in accomplishing the specified demolition work shall be in accordance with the performance laws and standards. Monitoring of air quality shall be the contractor's responsibility.

a. Dust particles; aerosols and gaseous by-products from construction activities; and processing and preparation of materials shall be controlled at all times, including weekends, holidays and hours when work is not in progress. The contractor shall maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil area, borrow areas, and other work areas within or outside the project boundaries free from particulate which would cause the air pollution standards to be exceeded or which would cause a hazard or a nuisance shall be performed as the work proceeds and whenever a particulate nuisance or hazard occurs.

b. Odors shall be controlled at all times for all construction activities, processing and preparation of materials.

c. The contractor shall keep construction activities under

SECTION 01 35 43 Page 3 surveillance and control to minimize environment damage by noise.

3.2 WASTE DISPOSAL

Solid wastes shall be placed in containers which are emptied on a regular schedule. Handling and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. Solid waste generated from this project shall be recycled/disposed at an authorized off-base facilities in accordance with JEGS as well as applicable host nation's laws and regulations. Asbestos containing materials shall be disposed at an off-base in accordance with the requirements of JEGS.

Burning at the project site will not be permitted. Hazardous Waste generated from this project shall be accumulated at the designated Hazardous Waste Accumulation Point (HWAP) permitted by the DPW Environmental Division and DES Fire and Emergency Services Division until for off-post disposal. HWAP shall be maintained IAW the JEGS, to include storage limits, secondary containment, and weekly inspections.

3.3 CLEANUP AND RESTORATION

The contractor shall clean up all areas used for construction or demolition. The contractor shall restore landscape features damaged or destroyed during construction operations outside the limits of the approved work areas.

SECTION 01 35 43 Page 4

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

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.

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC)

1.2 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design, construction and use of facilities. As part of the implementation of that policy the Contractor shall: (1) practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. A minimum of 50 percent by weight of total project solid waste shall be diverted from the landfill.

1.3 MANAGEMENT

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. Construction and demolition waste includes products of demolition or removal, excess or unusable construction materials, packaging materials for construction products, and other materials generated during the construction process but not incorporated into the work. In the management of waste, consideration shall be given to the availability of viable markets, the condition of the material, the ability to provide the material in suitable condition and in a quantity acceptable to available markets, and time constraints imposed by internal project completion mandates. The Contractor is 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 accrue to the Contractor. Appropriately permit firms and facilities used for recycling, reuse, and disposal for the intended use to the extent required by local regulations. Also, provide on-site instruction of appropriate separation, handling, recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.

1.4 SUBMITTALS

The following shall be submitted to the Contracting Officer for approval.

SD-01 Preconstruction Submittals

SECTION 01 74 19 Page 1

Waste Management Plan; (LEED)

SD-11 Closeout Submittals

Manifest

1.5 MEETINGS

Conduct Construction Waste Management meetings. After award of the Contract and prior to commencement of work, schedule and conduct a meeting with the Construction Inspector to discuss the proposed Waste Management Plan and to develop a mutual understanding relative to the details of waste management. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting. At a minimum, environmental and waste management goals and issues shall be discussed.

1.6 WASTE MANAGEMENT PLAN

The plan shall demonstrate how the project waste diversion goal shall be met and shall include the following:

a. Name of individuals on the Contractor's staff responsible for waste prevention and management.

b. Actions that will be taken to reduce solid waste generation, including coordination with subcontractors to ensure awareness and participation.

c. Description of the regular meetings to be held to address waste management.

d. Description of the specific approaches to be used in recycling/reuse of the various materials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of wastes.

e. Characterization, including estimated types and quantities, of the waste to be generated.

f. Name of landfill and/or incinerator to be used and the estimated costs for use.

g. Identification of local and regional reuse programs, including non-profit organizations such as schools, local housing agencies, and organizations that accept used materials such as materials exchange networks and Habitat for Humanity. Include the name, location, and phone number for each reuse facility to be used, and provide a copy of the permit or license for each facility.

h. List of specific waste materials that will be salvaged for resale, salvaged and reused on the current project, salvaged and stored for reuse on a future project, or recycled. Recycling facilities that will be used shall be identified by name, location, and phone number, including a copy of the permit or license for each facility.

i. Identification of materials that cannot be recycled/reused with an explanation or justification, to be approved by the Construction Inspector.

SECTION 01 74 19 Page 2

j. Description of the means by which any waste materials identified in item (h) above will be protected from contamination.

k. Description of the means of transportation of the recyclable materials (whether materials will be site-separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler and removed from the site).

l. Anticipated net cost savings determined by subtracting Contractor program management costs and the cost of disposal from the revenue generated by sale of the materials and the incineration and/or landfill cost avoidance.

Revise and resubmit Plan as required by the Construction Inspector.

Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Distribute copies of the Waste Management Plan to each subcontractor, the Quality Control Manager, and the Construction Inspector.

1.7 MANIFEST

Manifest shall be maintained to document the quantity of waste generated;

the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration. Quantities must be measured by weight and must be consistent throughout. List each type of waste separately noting the disposal or diversion date. Identify the landfill, recycling center, waste processor, or other organization used to process or receive the solid waste. Provide explanations for any waste not recycled or reused. The records shall be made available to the Construction Inspector during construction, and a copy of the records shall be delivered to the Contracting Officer upon completion of the construction.

1.8 CONSTRUCTION AND DEMOLITION WASTE DATA SUMMARY

Data of construction and demolition waste generated from the project shall be summarized onto the C&D Waste Data Summary form. The instructions for preparation on the form shall be followed in order for data entry to be done properly. The form shall be sent to the Construction Inspector upon completion of the project.

1.9 COLLECTION

Separate, store, protect, and handle at the site identified recyclable and salvageable waste products in a manner that maximizes recyclability and salvagability of identified materials. Provide the necessary containers, bins and storage areas to facilitate effective waste management and clearly and appropriately identify them. Provide materials for barriers and enclosures around recyclable material storage areas which are nonhazardous and recyclable or reusable. Locate out of the way of construction traffic.

Provide adequate space for pick-up and delivery and convenience to subcontractors. Recycling and waste bin areas are to be kept neat and clean, and recyclable materials shall be handled to prevent contamination of materials from incompatible products and materials. Clean contaminated materials prior to placing in collection containers. Use cleaning materials that are nonhazardous and biodegradable. Handle hazardous waste and hazardous materials in accordance with applicable regulations and coordinate with Section 01 35 43 ENVIRONMENTAL MANAGEMENT. Separate materials by one of the following methods:

SECTION 01 74 19 Page 3

1.9.1 Source Separated Method.

Waste products and materials that are recyclable shall be separated from trash and sorted and then transported to the respective recycling facility for further processing. Deliver materials in accordance with recycling or reuse facility requirements (e.g., free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process). Separate materials into the following category types as appropriate to the project waste and to the available recycling and reuse programs in the project area. The recommended recyclable materials shall include all but not limited to the followings:

a. Land clearing debris.

b. Asphalt.

c. Concrete and masonry.

d. Metal (e.g. banding, stud trim, ductwork, piping, rebar, roofing, other trim, steel, iron, galvanized, stainless steel, aluminum, copper, zinc, lead brass, bronze).

e. Wood (nails and staples allowed).

f. Debris.

g. Glass (colored glass allowed).

h. Paper.

i. Plastic.

j. Gypsum.

k. Non-hazardous paint and paint cans.

l. Carpet.

m. Ceiling tiles.

n. Insulation.

o. Beverage containers.

1.9.2 Co-Mingled Method.

Waste products and recyclable materials shall be placed into a single container and then transported to a recycling facility where the recyclable materials are sorted and processed.

1.9.3 Other Methods.

Other methods proposed by the Contractor may be used when approved by the Construction Inspector.

1.10 DISPOSAL

Control accumulation of waste materials and trash. Recycle or dispose of

SECTION 01 74 19 Page 4 collected materials off-site at intervals approved by the Construction Inspector and in compliance with waste management procedures. Except as otherwise specified in other sections of the specifications, disposal shall be in accordance with the following:

1.10.1 Reuse.

First consideration shall be given to salvage for reuse since little or no re-processing is necessary for this method, and less pollution is created when items are reused in their original form. Coordinate reuse with the Construction Inspector. Sale or donation of waste suitable for reuse shall be considered.

1.10.2 Recycle.

Waste materials not suitable for reuse, but having value as being recyclable, shall be made available for recycling. Arrange for timely pickups from the site or deliveries to recycling facilities in order to prevent contamination of recyclable materials.

1.10.3 Waste.

Materials with no practical use or economic benefit shall be disposed at a landfill or incinerator.

1.10.4 Return

Set aside and protect misdelivered and substandard products and materials.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 74 19 Page 5

SECTION 02 41 00

DEMOLITION AND DECONSTRUCTION

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety -- Safety and Health Requirements

1.2 GENERAL REQUIREMENTS

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site daily; do not allow accumulation inside or outside buildings. The work includes demolition, deconstruction, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Construction Inspector. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 SUBMITTALS

The following shall be submitted to the Contracting Officer for approval.

SD-01 Preconstruction Submittals

Demolition / Deconstruction Plan

1.4 REGULATORY AND SAFETY REQUIREMENTS

Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements.

1.5 DUST AND DEBRIS CONTROL

Prevent the spread of dust and debris to occupied portions of the building if occupied, and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily.

1.6 PROTECTION

1.6.1 Traffic Control Signs

Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a

SECTION 02 41 00 Page 1 manner to prevent displacement by wind or prop blast, if required. Notify the Contracting Officer prior to beginning such work.

1.6.2 Items to Remain in Place

Take necessary precautions to avoid damage to existing items or structures to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Construction Inspector. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements and pavements to remain. Provide new supports and reinforcement for existing construction weakened by deconstruction, demolition, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.6.3 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.6.4 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.6.5 Trees

Protect trees within the project sites which might be damaged during demolition or deconstruction, and which are indicated to be left in place, by a 1.8 m high fence. Erect and secure fence a minimum of 1.5 m from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the Construction Inspector.

1.6.6 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.6.7 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and

SECTION 02 41 00 Page 2 constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.6.8 Protection of Personnel

Before, during and after the demolition and deconstruction work the Contractor must continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the demolition site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.7 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.8 REQUIRED DATA

Include in the Demolition / Deconstruction plan procedures for careful removal and disposition of materials specified to be salvaged coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Include statements affirming Contractor inspection of the existing roof deck and its suitability to perform as a safe working platform or if inspection reveals a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1.

1.9 ENVIRONMENTAL PROTECTION

Conform to the SECTION 01 35 43 ENVIRONMENTAL MANAGEMENT.

1.10 USE OF EXPLOSIVES

Use of explosives will not be permitted.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Utilities and Related Equipment

3.1.1.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized by the Construction Inspector. Do not interrupt

SECTION 02 41 00 Page 3 existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

3.1.2 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Mechanical equipment and fixtures must be disconnected at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit;

listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition or deconstruction work in areas occupied by structures to be demolished or deconstructed until all demolition and deconstruction in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, is the property of the Contractor and must be removed from Government property. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Construction Inspector of the Contractor's demolition, deconstruction, and removal procedures, and authorization by the Construction Inspector to begin demolition and deconstruction. The Government will not be responsible for the condition or loss of, or damage to, such property after the Contractor commence on-site work.

3.4 CLEANUP

Debris and rubbish must be removed from basement and similar excavations.

Debris must be removed and transported in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Special Conditions

Dispose of debris, rubbish, scrap, and other unsalvageable materials resulting from removal operations with all applicable local regulations, Japan Environmental Governing Standards (JEGS) and and the host nation's laws and regulations. Removed materials must not be stored on the project site.

SECTION 02 41 00 Page 4

SECTION 26 00 00

ELECTRICAL

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.

JAPAN ENVIRONMENTAL GOVERNING STANDARDS (JEGS)

JAPAN INDUSTRIAL STANDARDS (JIS)

JIS H-8641 Zinc Hot Dip Galvanizing

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 National Electrical Code

1.2 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS

It is the intent of these specifications and the contract drawings to provide a complete and workable facility.

Design drawings are diagrammatic and do not show all offsets, bends, elbows, or other specific elements that may be required for proper installation of the work. Such work shall be verified at the site.

Additional bends and offsets, and conduit as required by vertical and horizontal equipment locations or other job conditions, shall be provided to complete the work at no additional cost to the Government.

Except where shown in dimensional detail, the locations of switches, receptacles, lights, motors, outlets, and other equipment shown on plans are approximate. Such items shall be placed to eliminate interference with ducts, piping, and equipment. Exact locations shall be determined in the field. Door swings shall be verified to ensure that light switches are properly located.

Equipment sizes indicated are minimum. Before installing any wire or conduit, the Contractor shall obtain the exact equipment requirements and shall install wire, conduit, disconnect switches, motor starters, heaters, circuit breakers, and other items of the correct size for the equipment actually installed. Wire and conduit sizes shown on the drawings shall be taken as a minimum and shall not be reduced without written approval.

1.3 CODES AND STANDARDS

Equipment design, fabrication, testing, performance, and installation shall, unless shown or specified otherwise, comply with the applicable requirements of NFPA 70 to the extent indicated by the references.

1.4 COORDINATION

Installation of the electrical work shall be coordinated with the work of

SECTION 26 00 00 Page 1 other trades.

1.5 APPROVAL REQUIREMENTS

Where materials or equipment are specified to be constructed or tested in accordance with the standards of JIS or other recognized standards, a manufacturer's certificate of compliance indicating complete compliance of each item with the applicable JIS or other commercial standards specified will be acceptable as proof of compliance.

1.6 PREVENTION OF CORROSION

Metallic materials shall be protected against corrosion. Equipment enclosures shall be given a rust-inhibiting treatment and the standard finish by the manufacturer when used for most indoor installations.

Aluminum shall not be used in contact with earth or concrete. Dissimilar metals in intimate contact shall be protected by approved fittings, barrier material, and treatment.