Atch_J-1_LXEZ_13-1059_SPEC_Final.pdf

ATTACHMENT 1

TECHNICAL PROVISIONS

FOR

LXEZ 13-1059

REPAIR 14 HAS DOORS

Kadena Air Base, Okinawa, Japan

10 June 2015

LXEZ 13-1059 TOC - 1

TABLE OF CONTENTS

SECTION NO. DESCRIPTION PAGE NO.

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 General Requirement 01 11 00-1 thru 12

Section 01 56 00 Environmental Protection 01 56 00-1 thru 21

DIVISION 02 EXISTING CONDITIONS

Section 02 41 00 Demolition 02 41 00-1 thru 8

Section 02 82 33.13 20 Removal/Control and Disposal 02 82 33.13 20-1 thru 8 of Paint with Lead

DIVISION 03 CONCRETE

Section 03 30 00 Cast-in-Place Concrete 03 30 00-1 thru 13

DIVISION 05 METALS

Section 05 12 00 Structural Steel 05 12 00-1 thru 6

DIVISION 09 FINISHES

Section 09 90 00 Paints and Coatings 09 90 00-1 thru 11

DIVISION 26 ELECTRICAL

Section 26 00 00.00 20 Basic Electrical Materials and 26 00 00.00 20-1 thru 4 Methods

Section 26 20 00 Interior Distribution System 26 20 00-1 thru 16

DIVISION 31 EARTHWORK

Section 31 00 00 Earthwork 31 00 00-1 thru 9

DIVISION 32 EXTERIOR IMPROVEMENTS

Section 32 11 16 Subbases for Flexible Paving 32 11 16-1 thru 4

Section 32 11 23 Aggregate and/or Graded-Crushed 32 11 23-1 thru 5

Aggregate Base Course

Section 32 12 10 Bituminous Tack and Prime Coats 32 12 10-1 thru 4

Section 32 12 16 Hot-Mix Asphalt (HMA) for Roads 32 12 16-1 thru 7

LXEZ 13-1059 TOC - 2

Section 32 16 13 Concrete Sidewalks and Curbs 32 16 13-1 thru 7 and Gutters

Section 32 17 23.00 20 Pavement Markings 32 17 23.00 20-1 thru 5

Section 32 92 23 Sodding 32 92 23-1 thru 5

DIVISION 33 UTILITIES

Section 33 40 00 Storm Drainage Utilities 33 40 00-1 thru 5

-- END OF TABLE OF CONTENTS –

LXEZ 13-1059 Section 01 11 00 Page 1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 - GENERAL

This section applies to all divisions of these specifications except as specified otherwise in each individual Division.

1.1 STATEMENT OF WORK

This project shall include, but is not limited to, providing all design, plant, supervision, labor, materials, tools, equipment, materials, and transportation necessary in performing all operations required to accomplish the repair and renovation of existing Hardened Aircraft Shelter (HAS) doors, door railings, door driving system and controls, and other related items for HAS B879, 880, 881, 882, 883, 884, 885, 886, 887, 888, 890, 891, 892 and 893 (14 buildings) at Kadena Air Base, Okinawa, Japan. This project shall also include performing all operations required to complete this project.

1.2 PROJECT ENGINEER QUALIFICATIONS

The Contractor shall appoint a Skilled Licensed Construction Engineer or Architectural Engineer, in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister’s Office of the Government of Japan, as the Project Engineer for this contract. A First Grade Construction Engineer or Architectural Engineer is required if the value of this contract is equal to or greater than $1 million or Yen equivalent, or the total value of all contracts the Contractor has through 18 CONS/LGCC is $3 million or Yen equivalent. A Second Grade Construction Engineer or Architectural Engineer is acceptable if the value of this contract is below $1 million or Yen equivalent, or the total value of all contracts the Contractor has through 18 CONS/LGCC is less than $3 million or Yen equivalent.

1.3 DEFINITIONS

The term “COR” appearing in this contract refers to the Contracting Officer’s Representative.

1.4 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 US Government owned materials and equipment. Any damage to US Government properties caused by this project shall be replaced 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.

LXEZ 13-1059 Section 01 11 00 Page 2

C. Demolition and Salvage: Removal work shall be done with care so as not to damage materials which are to remain. 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 the local law at no additional cost to the US Government. Contractor shall block, patch, insulate, paint and restore all damaged surfaces and openings as a result of the work under this contract to match new and/or existing adjacent surface, unless otherwise specified or shown.

1.5 DELIVERY AND STORAGE

Equipment and material shall be properly stored and 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 Contracting Officer. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the US Government.

1.6 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 single manufacturer.

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

1.8 SUBMITTALS:

A. See Attachment 2, AF Form 66 for the list of material submittal requirements. Contractor shall submit these material submittals to the Contracting Officer for approval not later than 45 calendar days after receipt of Notice to Proceed. The maximum time required for the Government review of each submittal is twenty-one (21) calendar days after receipt of the submittal. Details of submittal requirements will be found within the individual sections. All submittals shall be in English or provided with English translation.

B. Related material submittals shall be turned-in for approval at the same time.

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1.9 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

The submittals contemplated by the clause, FAR 52.236-5 (APR 1984) herein titled, “Material and Workmanship” shall be accomplished in accordance with instructions pertaining to AF Form 66, Schedule of Material Submittals. The Contractor is responsible for the submission of all required submittals, whether or not they are listed on the Material Submittal list found in the contract specifications.

1.10 PREPARATION OF PROGRESS SCHEDULES AND REPORTS

The reports contemplated by the clause FAR 52.236-15 (Apr 1984) herein entitled, “Schedules for Construction Contracts” shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, Contract Progress Schedule and AF Form 3065, Contract Progress Report. The Contract Progress Schedule for each project shall be submitted to the Contracting Officer within 30 calendar days prior to starting on-site work.

1.11 INTERPRETER

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

1.12 AS-BUILT DRAWINGS

The Contractor shall update the Computer Aided Design (CAD) data and the original drawings to conform with the as-built conditions. The CAD data and drawings will be provided by the Contracting Officer upon written request.

The Contractor shall submit the updated CAD data and original drawings 7 calendar days after the final inspection. CAD drawings should be compatible with AutoCAD 2004 version. The Contractor shall provide the corrected contract drawings in white paper and 2 copies of CD containing all drawings in electronic CADD and PDF.

1.13 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 718 CES/CENMD (AF) 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 3 feet of existing utility lines.

The US Government reserves the right to repair all Contractor damaged utility lines by the Contractor without additional cost to the Government.

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, paved surfaces/walkways, sodding and scrubbings. Sod shall be

LXEZ 13-1059 Section 01 11 00 Page 4 placed edge to edge and staggered, unless otherwise shown or indicated.

1.14 TROPICAL CYCLONE CONDITIONS OF READINESS (TCCOR)

In order to protect U.S. Government property, the following actions will be taken upon declaration of Tropical Cyclone conditions and/or high wind warnings.

A. Tropical Cyclone Condition 3: When Condition 3 is declared, the

Contractor will perform general area clean-up which will exceed the requirements contained in contract clause FAR 52.236-12 (Apr 1984) entitled Cleaning Up. All loose debris, waste and excess Contractor owned supplies, materials and equipment will be removed from U.S. Government facilities and disposed of off base in accordance with local Prefecture and Japanese laws at Contractor’s expense. Work may continue provided effective and adequate clean-up has been accomplished.

B. Tropical Cyclone Condition 2: When Condition 2 is declared, all exterior work will cease immediately and interior work will be continued until Condition 1C is given. The Contractor will take the necessary action listed below to secure the job site against damages which may result from anticipated weather conditions. The Contractor may be called at any time to complete tropical typhoonization; therefore, he will provide emergency telephone numbers and/or addresses where at least two (2) officials of the company may be reached and notified that immediate typhoonization is necessary.

1. General Area Clean Up: Clean up and disposal of loose debris and waste will continue as directed by Paragraph A above.

2. Usable Lumber: Usable lumber will be taken inside of a building and tied by heavy wire, cable or rope. This lumber may be securely tied together and anchored to the ground if there is no room inside a building or no building available.

3. Barrels: All remaining barrels will be placed within the construction building when available. When a building is not available, barrels will be tied together and securely staked to the ground or filled with sand or gravel.

4. Contractor Field Office: All Contractor field offices, if any, will be either (i) removed from the military installation or

(ii) securely anchored by heavy cable as approved by the Base Civil Engineering representative.

5. Concrete Forms, Form Supports, and Accessory Materials: All concrete forms, form supports and accessory materials required for future construction will be tied together into bundles with heavy wire, cable or rope and will be placed within the construction building or structures where available and practical.

6. Sand and Aggregate: All piles of sand or aggregate on or near the flight line will be completely covered by either a

LXEZ 13-1059 Section 01 11 00 Page 5 tarpaulin weighted with building blocks or other methods approved by the Base Civil Engineering representative.

7. Contractor Equipment: All medium size equipment will be removed, or placed close to a building or placed inside a building. Equipment placed close to a building will be secured with blocks or anchored with cable or both. Items of small equipment will be moved inside a building and secured or moved off U.S. Government facilities.

C. Tropical Cyclone Condition 1: When Condition 1 is declared without the normal progression through Condition 3 and/or 2, the Contractor will take actions listed in Paragraph 1 through 7 above. These actions will commence immediately upon declaration of Condition 1.

The Contractor will be notified either at the job site or at the emergency phone numbers and/or addresses when tropical typhoonization is required in accordance with this paragraph.

D. High Wind Warning: When wind gusts of 30 knots per hour or greater are forecasted, the Contractor may be required to accomplish general area clean up in accordance with Paragraph 1 above; to bundle and securely tie or securely cover and weight small wooden items, to remove and secure wooden barricades and to remove loose materials from roofs and other high unprotected areas.

E. Salvageable Material: Salvageable material may not be taken to

Defense Logistics Agency Disposition Services after a tropical cyclone condition is declared. The Contractor will be responsible for tropical typhoonization of such material.

F. Contractor’s Representative: The Contractor’s representative will not leave the job site after notification under Paragraphs B, C and D above until the area has been inspected and cleared by a Base Civil Engineering representative. The Contractor may request an inspection by calling Chief, Construction Management, Telephone Number 634-2191.

G. The Contractor shall provide to the Contracting Officer the names, addresses, and telephone numbers of at least two individuals (who speak English) who can be contacted during typhoon emergencies.

- The individuals named by the Contractor shall be responsible for monitoring the various forms of communications (i.e., local and AFN radio and television stations) during the typhoon season. The Contractor is responsible for ensuring these individuals are available during and after duty hours - to include weekends.

H. If the Government has to perform tyhoonization of a construction site or field office, due to the non-availability of the designated individuals, the Contractor may be held liable for all cost associated with performing said work. In addition, Contractor waives all claims to damage or loss that arise from Government’s actions.

LXEZ 13-1059 Section 01 11 00 Page 6

1.15 JAPANESE ROAD LAWS

The following Japanese Road Laws, Article Number 43 and 43-2, will be strictly complied with by the Contractor on U.S. Military installations, Okinawa, Japan.

Article 43 - The Road Law Japan (Prohibitive acts relative to roads)

No person shall commit the following described acts:

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

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

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

1.16 WORKDAYS AND HOURS

The Contractor shall be allowed to work from 0830 to 1800 hours, Monday through Friday, excluding the following U.S. legal holidays. Extended work hours/days may be granted if the COR approves.

(1) January New Year’s Day

(2) 3rd Monday of January Martin Luther King’s Birthday

(3) 3rd Monday of February President’s Day

(4) Last Monday of May Memorial Day

(5) 4 July Independence Day

(6) 1st Monday of September Labor Day

(7) 2nd Monday of October Columbus Day

(8) 11 November Veteran’s Day

(9) 4th Thursday of November Thanksgiving Day

(10) 25 December Christmas Day

When U.S. Government legal holidays occur on Saturday or Sunday, the preceding Friday or following Monday shall not be considered workdays until changes in work schedules are approved by the Contracting Officer. The Contractor is to account for this in his construction schedule and offer.

Any deviations from the above shall be submitted in writing to the Contracting Officer for approval on a case-by-case basis.

1.17 WORK AREA

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

Transiting of areas not in the contract is not permitted except as required in the performance of this contract. Contractor shall secure work sites or units during non-working hours.

LXEZ 13-1059 Section 01 11 00 Page 7

1.18 SAFETY REQUIREMENTS

The accident prevention provision of the contract will require compliance with the Corps of Engineer Manual, EM 385-1-1, dated 15 September 2008, entitled “Safety and Health Requirements Manuals”.

1.19 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through Friday between 0800 hours and 1615 hours. The U.S. Government will perform the inspection within 72 hours after (1) written notification by the Contractor to the Contracting Officer or (2) the contract completion date whichever comes first. Final inspection falling due on weekends or U.S.

legal holidays will be postponed to the following workday.

1.20 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the Contracting Officer a minimum of twenty-one

(21) calendar days prior to starting on-site work.

1.21 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition at the site one copy of all drawings, specifications, addenda, modifications, approved shop drawings and other related documents affecting the work. Drawings and specifications shall be marked to record all changes during construction. These documents shall be made available to the COR during construction and shall be delivered to the Contracting Officer upon completion of the work.

1.22 MATERIALS ON-HAND PRIOR TO STARTING ON-SITE WORK

On-site construction shall not start until such time that sufficient Contractor-furnished materials are on hand so as to afford progress in accordance with the approved Contract Progress Schedule, or as directed by the Contracting Officer.

1.23 USE OF EXPLOSIVES

The use of explosives is not permitted on U.S. Government installations.

1.24 ASBESTOS CONTAINING MATERIALS (ACM)

The Contractor shall not use material which contains asbestos.

If building materials are to be disturbed, Contractor shall conduct asbestos and/or lead-based paint test. If presence of asbestos and/or lead based paint is found, dispose materials in accordance with Base Safety, JEGS, and Environmental Department procedures. Coordinate asbestos abatement plan and/or lead-based paint abatement plan to 18 AMDS/SGPB and 718 CES/CEIE for approval prior to start of any abatement.

1.25 FIRE SAFETY REGULATION

The Contractor shall obtain a permit (AF592) from the Kadena Fire Prevention Section (Bldg. 739) prior to conducting any type welding or soldering or whenever the use of open flame is necessary during the construction phase.

The Contractor and employees will be required to adhere to Kadena ABI 32-

LXEZ 13-1059 Section 01 11 00 Page 8

2001, "Fire Prevention and Protection", dated 16 May 2012.

A. All contract workers will have knowledge and information provide to them for reporting emergencies (Fire, Medical, Security Forces, PMO)

Kadena AB, MUNS Area, Camp Shields, Chibana Golf, Chibana MFH, and O'Donell Garden MFS areas:

From On-base Call: 911 From Off-base/Cell phone: 0989-345-911

Marine Corp Camps and White Beach Naval Installation:

From On-base Call: 911 From Off-base/Cell phone: 0989-111-911

1.26 AVAILABILITY OF LATRINE

Latrine is not available in the building/work area. The Contractor shall be responsible for providing latrines for his personnel. Location of the latrines shall be designated by the COR. Any and all Contractor latrines shall be removed from U.S. Government property prior to issuance of final payment. See Attachment 4.

1.27 AVAILABILITY OF UTILITY SERVICE

The Government will furnish electricity and water to the Contractor at no cost in accordance with FAR 52.236-14 (Apr 1984) entitled “Availability and Use of Utility Services.”

1.28 WORK CLEARANCE REQUEST

Prior to commencing on-site construction work, the Contractor must submit a work clearance request (AF Form 103) through the COR for approval. Site permits for constructing storage area, if required, shall be submitted to the COTR for approval. Approval is based on site location, proposed structure(s), fencing, electrical / plumbing utilities need, and any other modifications the Contractor proposes to the area. Depending on restricted areas, building permits may not be approved. On-site work shall not commence without an approved AF Form 103.

1.29 DD FORM 1354

The Contractor shall complete a DD Form 1354 (Transfer and Acceptance of Real Property). This form will be provided through COR upon request.

Submit the completed form within 5 calendar days after the final inspection.

1.30 BARRICADES:

Contractor shall provide barriers/signs to keep unauthorized persons from entering working area. Painted barriers or temporary fences shall be free of flaking or deteriorated paint. If barriers/fences are to be painted, Contractor shall use only lead-free, chromate-free paint and/or primer.

1.31 CLEAN-UP OF AREA

All Contractor-generated debris and rubbish shall be collected daily at the end of the day and deposited at locations designated by the COR.

LXEZ 13-1059 Section 01 11 00 Page 9

1.32 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadways and streets designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent areas. Contractor shall be responsible for clean up for any spills on roadways, streets, and other areas. Burning of debris and rubbish on U.S. 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.

1.33 DISPOSAL OF SALVAGEABLE/UNSALVAGEABLE MATERIALS

Materials and equipment to be removed will remain the property of the U.S.

Government, unless determined to be unsalvageable. The determination of which materials are unsalvageable will be made by the COR. Daily, unsalvageable materials will be disposed outside U.S. Government installations, at no cost to the U.S. Government, in accordance with Government of Japan, Prefecture of Okinawa, and municipal laws or provisions. Salvageable materials shall be delivered to a warehouse or storage area specified by the COR at no cost to the U.S. Government.

1.34 DISCONNECTION OF SERVICES

If it becomes necessary to interrupt the utility service to buildings or utilities not a part of this contract, prior approval shall be obtained in writing from the Contracting Officer. The Contractor shall request such approval forty five (45) calendar days for electrical utility, and fourteen

(14) calendar days for other utilities, in advance of when it is needed.

1.35 WARNING SIGNS

Necessary bilingual warning signs will be provided by the Contractor and will be used in construction areas. Warning signs shall be removed only after the affected areas has been inspected and accepted as directed by the

CO.

1.36 STORAGE OF MATERIAL AND FIELD OFFICE

Storage of materials and field office or assembly area on base will not be authorized for this contract as sufficient space is not available. The Contractor should be financially prepared to maintain the materials off base at his own expense in accordance with Section I, FAR 52.236-10 (Apr 1984) “Operation and Storage Areas.”

1.37 WRITTEN COMMUNICATIONS IN ENGLISH

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

LXEZ 13-1059 Section 01 11 00 Page 10

1.38 AVAILABILITY OF BUILDING/FACILITY

The primary construction area under this contract will be unoccupied and made available to the Contractor.

1.39 PROTECTION OF PROPERTIES

The Contractor shall be responsible for the protection and preservation of the existing equipment and other Government property that will remain in place. Repair items which are damaged during performance of work to their original condition or replace with new without additional cost to the Government.

1.40 QUALIFICATION STATEMENT

The following information applies to both the specifications and drawings.

All references to "approve, approval, approved" or "directed" shall be by the Contracting Officer, except where it is specifically delegated to the COR in this section or in writing by the Contracting Officer. Any reference to "in the presence of" shall be by the COR. All references to "proposal opening" shall be replaced with "the date for receipt of proposals".

1.41 VERIFICATION OF FIELD MEASUREMENTS

Locations of the existing work shown on the drawings are approximate. The Contractor is responsible for verifying the exact locations in the field.

1.42 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 Contracting Officer. Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.43 AIRFIELD SAFETY REQUIREMENTS

A. The Contractor shall coordinate all airfield work with the Chief, Airfield Management a minimum of 10 working days (Mon - Fri) prior to work start. The Contractor is responsible to ensure all vehicle operators (includes subcontractors and delivery agencies) are flight line drivers qualified or are escorted by a qualified operator at all times. All contractor vehicles require a temporary vehicle pass to operate on the flight line. The contractor must provide a complete vehicle listing to 18 OSS/OSAA 10 days prior to work start. The listing must include make, model, and license plate number of each vehicle that will be operated on the flightline.

Vehicle operations on the flight line will be kept to the absolute minimum. The haul route will be the permitted road access to and from the job site designated/approved by 18 OSS/OSAA. Access road shall be coordinated with Airfield Management and Security Force.

B. During night operations the contractor must provide sufficient lighting for work to be conducted safely. For work within Radio Controlled Areas (100 feet from runways, overruns, helipads, and centerline road) all contractor vehicles must be equipped with

LXEZ 13-1059 Section 01 11 00 Page 11 flashing overhead yellow lights and have established two-way radio (set to airfield ramp net) contact with Kadena Tower.

C. No personnel or equipment will be allowed on the runways, overruns, helipads, or centerline road until two-way radio contact has been made and approval granted by Kadena Tower as stated in 18 WGI 13- 202, Flight Line Driving, 8 March 2002.

D. Contractor FREE ZONE requests must be completed in accordance with

18 WGI 31-101, Kadena Air Base Physical Security Program. The Contractor shall provide a ¼ inch yellow or white rope for the entire perimeter of the free zone supported by steel rods with an eye at the top and a solid concrete block at the bottom to hold it

up. Signs (“FREE ZONE” on one side and RESTRICTED AREA” on the other side) shall be installed as required. Contractor must receive an approved Temporary Airfield Construction Waiver from 718 CES/CECD signed by 18 WG/CC prior to work start in accordance with UFC 3-260-01, Airfield and Heliport Planning and Design, 17 November 2008. Lighted barricades must be installed around all job sites unless the Chief, Airfield Management approves safe substitute or non use.

E. All work, equipment, and materials must meet or exceed the specifications listed in AFI 13-213, Airfield Management, 01 June 2011, UFC 3-260-01, Airfield and Heliport Planning and Design, 17 November 2008, AFI 32-1044, Visual Air Navigation Systems, 24 December 2014, ETL 04-2 Standard Airfield Pavement Marking Schemes, 19 July 2004, AFMAN 32-1076, Design Standards for Visual Air Navigation Facilities, 01 December 1997 and 18 Wing Instruction 13- 202, 08 March 2002.

F. Contractor shall provide his personnel with ear protection against aircraft noise.

G. At no time shall the Contractor’s personnel or equipment come within 50 feet of any aircraft parked or moving.

H. Contractor must secure all equipment left on site at the end of each day. All equipment/material storage locations located on flight line must be approved by Airfield Management. No areas will be approved within 1,000 feet of runway centerline, 200 feet of taxiway centerline, or 125 feet from edge of Apron (Unless the Chief, Airfield Management approves a safe substitute).

I. To preclude Foreign Object Damage (FOD), tires of Contractor’s vehicles shall be free of mud and foreign objects when using taxiways and access routes. Work areas shall be kept clean. All aggregates and excavated materials should be covered to preclude FOD to aircraft. All piles of sand/gravel materials such as aggregates, excavated material, and dirt shall not be stored on the airfield at any time.

J. Limit the number of vehicles in the work area, and no private vehicles shall be permitted in the work area or on the flight line.

K. Emergency Landing and Takeoff: In-flight and Ground Emergencies:

In the event of a bona-fide emergency the contractor must be able

LXEZ 13-1059 Section 01 11 00 Page 12 to evacuate all workers and equipment to an area designated by airfield management within 3 minutes. Emergencies shall take precedence over Contractor operations. Upon notification from the control tower of an emergency landing or takeoff, all operations shall be stopped immediately and all personnel/equipment evacuated to an area not used for aircraft traffic which is at least 200 feet measured perpendicular to and away from the near edge of the runway. Equipment shall be able to clear the work area within 3 minutes.

L. Restricted areas are depicted in 18 WG Operations Plan 207. Access into restricted areas will be by “Government Escort”.

M. All Flight line contractor drivers must comply with 18 WGI 13-202, Flight line Driving, 08 March 2002. Contractors will receive a flight line safety brief and instruction on flight line driving prior to the construction start date. Contact 18 OSS/OSAA flight line driving program manager at 634-1451 and Airfield Management at 634-0475/2564 to setup an appointment.

1.44 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess contractor-furnished materials that have been exempt from Japanese Customs duties and taxes pursuant to Status of Forces Agreement (SOFA) shall be the contractor’s responsibility. If the U.S.

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. Provide a copy of the document to the Contracting Officer.

PART 2 PRODUCTS

NOT APPLICABLE

PART 3 EXECUTION

NOT APPLICABLE

--- END OF SECTION ---

LXEZ 13-1059 Section 01 56 00 Page 1

SECTION 01 56 00

ENVIRONMENTAL PROTECTION

PART 1 - GENERAL

1.01 REFERENCES: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. Environmental specific management plans and policies are avail on request, by calling or emailing the Environmental Element 634-2600 or 718ces.cean@us.af.mil. All plans and policies requested will be sent as an electronic file. The Contractor will comply with all applicable laws and regulations of Government of United States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities, to include but not limited to, the most current versions of the following:

A. CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 (2014) Occupational Safety and Health Standards

B. UNITED STATES AIR FORCE INSTRUCTIONS (AFI)

AFI 23-204 KABSUP I (2013, 30 Sep) Organizational Fuel Tanks

Kadena Air Base Supplement

AFI 32-1066 (2007, 07 Oct) Backflow Prevention Program

AFI 32-1067 (2015, 04 Feb) Water Systems

AFI 32-7001 (2013, 06 Jun) Environmental Management (Rpl 7006 & 7080)

AFI 32-7041 (2009, 01 Mar) Water Quality Compliance

AFI 32-7042 (2014, 07 Nov) Waste Management

AFI 32-7086 (2015, 04 Feb) Hazardous Materials

Management

AFI 48-144 (2014, 02 Oct) Safe Drinking Water

Surveillance Program

C. UNITED STATES FORCES JAPAN

JEGS (2012, 17 Dec) Japan Environmental Governing Standards

D. HQ PACAF POLICIES

LXEZ 13-1059 Section 01 56 00 Page 2

PACAF UST Policy (1999, 15 Mar) PACAF Underground Storage Tank (UST) Management Policy for Air Force Installation in Japan and Republic of Korea

E. LOCAL REGULATIONS

18WG AMP (2012, Jul) 18th WG Asbestos Management

Plan

18WG AST Standards (2009, Sep) 18th WG Above Ground Fuel Storage Tank Installation Details and Specifications

18WG HMMP (2012, Mar) 18th WG Hazardous Materials

Waste Management Plan

18WG HWMP (2010, Jun) 18th WG Admin Plan 544 – Hazardous Waste Management

18WG ICRMP (2013, May) 18th WG Integrated Cultural

Resources Management Plan

18WG INRMP (2010, Sep) 18th WG Integrated Natural Resources Management Plan

18WG SPRP (2013, Apr) 18th WG Admin Plan 545 –

Spill Prevention and Response

18WG SWPPP (2014, Jun) 18th WG Storm Water Pollution Prevention Plan

18WG UEC POLICY (2015, 23 Feb) Kadena Air Base Unit

Environmental Coordinator Policy

1.02 DEFINITIONS

A. Asbestos Containing Material (ACM): Any materials containing more than 0.1 percent asbestos by weight.

B. Bulky Waste: Large items of solid waste such as household appliances, furniture, large auto parts, trees, branches, stumps, and other oversize wastes whose large size precludes or complicates their handling by normal solid waste collection, processing or disposal methods.

C. Construction and Demolition Waste: The waste building materials, packaging, and rubble resulting from construction, remodeling, repair and demolition operations on pavements, houses, commercial buildings, and other structures.

D. Food Waste: The organic residues generated by the handling, storage, sale, preparation, cooking, and serving of foods, commonly called garbage.

E. Hazardous Material (HAZMAT): Any material that is capable of posing an unreasonable risk to health, safety, or environment if improperly

LXEZ 13-1059 Section 01 56 00 Page 3 handled, stored, issued, transported, labeled, or disposed of because it displays a characteristics listed in JEGS Chapter 5, Table C5.T1, “Typical Hazardous Materials Characteristics”, or the material is listed in JEGS, Appendix 1, Table AP1.T4, “List of Hazardous Waste/Substances/Materials”.

Munitions are excluded.

F. Hazardous Substance: Any substance having the potential to do serious harm to human health or the environment if spilled released in reportable quantity. A list of these substances and the corresponding reportable quantities is contained in JEGS Appendix 1, AP1.1, “Characteristics of Hazardous Waste and Lists of Hazardous Waste and Hazardous Material”.

G. Hazardous Waste: A discarded material that may be solid, semi-solid, liquid, or contained gas, and either exhibit a characteristics of a hazardous waste as defined in JEGS AP1.1 or is listed as a hazardous waste in JEGS, Appendix 1, Tables AP1.T1 through AP1.T4.

H. Lead-Based Paint (LBP): Lead-Based Paint is defined as paint or other surface coatings that contain lead >1.0 milligram per cm2, or 0.5% by weight or 5000 ppm by weight.

I. Ozone Depleting Substances (ODS): Those substances listed in JEGS, Chapter 2, Table C2.T1.

J. Petroleum, Oil and Lubricants (POL): Refined petroleum, oils, and lubricants, including, but not limited to, petroleum, fuel, lubricant oils synthetic oils, mineral oils, animal fats, vegetable oil, sludge, and POL mixed with wastes other than dredged spoil.

K. Rubbish: A general term for solid waste, excluding food wastes and ashes, taken from residences, commercial establishments and institutions.

L. Solid Waste: Garbage, refuse, sludge and other discarded materials, including solid, semi-solid, liquid, and contained gaseous materials resulting from industrial and commercial operations and from community activities. It does not include solids or dissolved material in domestic sewage or other significant pollutants in water resources, such as silt, dissolved or suspended solids in industrial wastewater effluent, dissolved materials in irrigation return flows or other common water pollutants.

PART 2 - PROHIBITED PRODUCTS

2.01 NO ASBESTOS CONTAINING MATERIALS (ACM): See paragraph 3.01.D.10.a.

2.02 NO LEAD BASED PAINTS: See paragraph 3.01.D.11.a.

2.03 NO POLYCHLORINATED BIPHENYLS (PCBs): See paragraph 3.01.D.9.a.

2.04 NO CLASS 1 OZONE DEPLETING SUBSTANCES (ODS): See paragraph 3.01.D.1.a.

2.05 NO LEAD DRINKING WATER PIPES, SOLDERS, FLUX, AND FITTINGS: See

LXEZ 13-1059 Section 01 56 00 Page 4 paragraph 3.01.D.2.b.

PART 3 - EXECUTION

3.01 ENVIRONMENTAL PROTECTION REQUIREMENTS: Contractor shall provide and maintain, during the life of the contract, environmental protection as specified in this part. Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Comply with applicable laws and regulations of the Governments of United States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities pertaining to the environment, including, but not limited to, water, land, and air pollution.

Assurance that subcontractors comply with all environmental protection requirements of this section will be the sole responsibility of the prime Contractor. The Contractor shall record any problems in complying with laws, regulations, permit requirements, ordinances, and corrective actions taken.

The Contractor shall immediately inform the Contracting Officer (CO) of any environmental problems.

A. Applicable Regulations: The Contractor shall comply with the JEGS and Air Force environmental protection and other applicable US laws, regulations, and policies on Air Force installations. If a task order involves work on a non-Air Force installation, that work shall comply with that installation’s environmental regulations and policies too. For Contractor operations off of an installation, those operations shall comply with the JEGS; other applicable US laws, regulations, and policies; and applicable laws, regulations, and policies of the Government of Japan and its political subdivisions. If the Contractor identifies an actual or apparent conflict between applicable laws, regulations, and policies, bring the conflict to the Contracting Officer’s attention for resolution.

The Contractor shall determine which laws, regulations, and permits concerning environmental protection, pollution control and abatement that are applicable to the Contractor’s proposed operations and requirements imposed by those laws, regulations, and permits. The Contractor shall provide a list of applicable laws, regulations, and permits to 718 CES/CEIE before starting project work.

B. Training Program: The Contractor shall implement a training program to ensure that all Contractor personnel are trained in environmental protection requirements. The Contractor shall designate person(s) to be responsible for environmental protection training of personnel and shall submit the name(s) and qualifications of person(s) to 718 CES/CEIE before starting project work.

C. Environmental Representative: The Contractor shall designate a

Primary and an Alternate Environmental Representative. Contractor must provide the name, telephone number, and address of the Primary and Alternate Environmental Representatives to 718 CES/CEIE before starting project work. The Environmental Representative will be responsible for providing all project submittals according to

LXEZ 13-1059 Section 01 56 00 Page 5 paragraph 3.02 Submittals and for coordinating with 718 CES/CEIE on any environmental issues encountered during work.

D. Environmental Protection Areas:

1. Air Emissions and Ozone Depleting Substances

a. Units Containing ODS Listed in JEGS Chapter 2, Table

C2.T1: The following criteria apply to direct atmospheric emissions of ODS, HFCs, and perfluorocarbons (PFC) from refrigeration equipment and ODS from fire suppression equipment. Contact 718 CES/CEIE for details.

i. No Class I Ozone Depleting Substances (ODS): Class I

ODS listed in JEGS, Chapter 2, Table C2.T1 are prohibited from being used in construction, remodeling, or maintenance. Contractor must provide certifications that materials utilized during the project do not contain Class I ODS. The purchase of Class I ODS for fire suppression, air conditioning and refrigeration equipment for ground applications is also prohibited by AFI 32-7086 (Paragraph 4.4.3) on all new and/or refurbishing projects. NOTE: Limited exceptions exist for using Class I ODS for airborne equipment with prior approval.

ii. Class II ODS Approval Request: Class II ODS listed in

JEGS, Chapter 2, Table C2.T1 must first be approved by 718 CES/CEIE prior to use.

iii. Refrigerant Recovery/Recycling: Prior to recovery and recycling of ODS, Contractor is require and mandate to coordinate with the Using Agencies (18 CES HVAC shop or 718 CES Housing Maintenance or 718 CES Environmental Branch) of the future intend use of the ODS. All repairs, including leak repairs or services to appliances, industrial process refrigeration units, air conditioning units, or motor vehicle air conditioners, must be performed using commercially available refrigerant recovery/recycling equipment operated by trained personnel. Refrigerant technicians shall be trained in proper recovery/recycling procedures, leak detection, safety, shipping, and disposal in accordance with recognized industry standards or Japanese equivalent.

iv. Refrigerant Venting Prohibition: Any class I or class

II ODS, HFC, and PFC refrigerant shall not be intentionally released in the course of maintaining, servicing, repairing, or disposing of appliances, industrial process refrigeration units, air conditioning units, or motor vehicle air conditioners. De minimis releases associated with good faith attempts to recycle

LXEZ 13-1059 Section 01 56 00 Page 6 or recover ODS, HFC, and PFC refrigerants are not subject to this prohibition.

v. All Refrigerant Types: Ensure a weatherproof data plate is permanently attached to refrigeration (or air conditioning) equipment, in a location visible to maintenance workers, showing refrigerant type and full charge quantity.

vi. ODS Fire Suppression Agent (Halon) Venting Prohibition:

Halons shall not be intentionally released into the environment while testing, maintaining, servicing, repairing, or disposing of Halon-containing equipment or using such equipment for technician training. This venting prohibition does NOT apply to the following Halon releases.

b. Generators and Boilers: If generators or boilers are to be installed or replaced as part of the project, they must meet standards listed in JEGS Tables C2.T2. and C2.T3. The Contractor shall provide 718 CES/CEIE with the manufacturer’s results from their product emission testing or other emission testing results, the heat exchange surface area in square meters for boilers and the fuel oil consumption rate in liters per hour for boilers and generators.

c. Particulates: 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 areas, borrow areas and other work areas within or outside the project boundaries free from particulates which would cause the air pollution standards to be exceeded or which would cause a hazard or nuisance.

The Contractor must have sufficient, competent equipment available to accomplish these tasks. Particulate control shall be performed as the work proceeds and whenever a particulate nuisance or hazard occurs.

2. Water Resources:

a. The Contractor shall keep construction activities under surveillance, management, and control and shall monitor all water areas affected by construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation when such application may cause contamination. Contractor shall prevent oily wastes or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Monitoring of water areas affected by construction shall be the Contractor’s responsibility.

LXEZ 13-1059 Section 01 56 00 Page 7

b. Lead Free Drinking Water Pipes, Solders, Flux, and Fittings:

Materials that contain amounts greater than 0.2% lead for solder or flux and 8.0% lead for pipes and fittings are prohibited from being used in construction, remodeling, or maintenance.

c. Site Specific Storm Water Pollution Prevention Plan: The

Contractor shall develop and submit a site specific storm water pollution prevention plan (SWPPP) before starting project work. The SWPPP must identify Best Management Practices (BMPs) as indicated in JEGS, Chapter 4, Table C4.T3 and include methods and drawings (if applicable) to prevent storm water pollution as specified in the storm waste pollution prevention measures section below:

i. Storm Water Pollution Prevention Measures: The

Contractor shall use proper control and management techniques to ensure storm water criteria are met in accordance with JEGS storm water regulations. As required by JEGS, Chapter 13, erosion/sediment control measures to prevent the discharge of silt into nearby water shall be implemented. Control measures should include the use of vegetative covers, construction of diversion drains, grading management, filter strips, and use of sediment basins. Runoff from the construction site or from storms shall be controlled, retarded, and diverted, as indicated on the SWPPP drawings, to protect drainage courses by means of diversions ditches, benches, and berms. Berms, dikes, drains, sedimentation basins, grassing, and mulching shall be maintained until permanent drainage and erosion control facilities are completed and operative.

Silt screens must be installed prior to start of construction. Silt screens and/or other erosion control devices shall be installed on construction sites that are in or near water. Silt screens shall consist of trenched and staked filter fabric and trenched and staked hay bales. Filter fabric must be toed 8 inches into the soil to avoid sediments that would be transported via water under the screen. Hay bales must be placed end to end on the downstream side of the screen and be trenched and staked firmly into the ground. Chinking is usually required to fill gaps between the bales. Silt screens must be maintained properly. Screens and other control devices must be inspected once a week and after any rainfall event totaling ½ inch or more to ensure the area in good repair and functioning properly. In areas that experience high flow rates, extra precautions will be necessary to stabilize screens. Trenching of hay bale barriers is required to adequately control runoff. A series of screens may have to be installed in waters that are especially turbid to properly filter out sediments. Silt screens will remain in place and

LXEZ 13-1059 Section 01 56 00 Page 8 properly maintained until the site is properly stabilized with sod or seeding.

ii. Providing erosion and sediment control measures is the

Contractor’s responsibility. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards, as outlined in JEGS Chapter 4, are not violated as a result of construction activities. The area of bare soil exposed at any time by construction operations should be kept to a minimum. Construct or install temporary and permanent erosion and sediment control BMPs as indicated on the drawings and as specified in the SWPPP. BMPs may include, but are not limited to, vegetation cover, steam bank stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. The Contractor’s Best Management Practices must also be in accordance with the JEGS and the SWPPP. Remove any temporary measures after the area has been stabilized.

iii. All earthwork shall be planned and…