Attachment_1.pdf

ATTACHMENT 1

TECHNICAL PROVISIONS

FOR

LXEZ 172664

AIRFIELD PAVEMENT IDIQ

KADENA AIR BASE, OKINAWA, JAPAN

2 2 N ov 20 16

Project Table of Contents - 1

SPECIFICATIONS

FOR

AIRFIELD PAVING, KADENA AB

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01010 GENERAL REQUIREMENTS

01 57 19.00 30 EPP SUPPLEMENT AND SUBMITTAL REGISTER TEMPLATE

DIVISION 02 - EXISTING CONDITIONS

2 82 13.00 30 ACM ABATEMENT SUPPLEMENT

2 41 00 DEMOLITION

DIVISION 03 - CONCRETE

3 15 14.10 EXPANSION, CONSTRACTION AND CONSTRUCTION JOINTS

03 30 00 CAST-IN-PLACE CONCRETE FOR CIVIL WORKS

DIVISION 10 - SPECIALTIES

10 14 01 EXTEIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

DIVISION 26 - ELECTRICAL

26 00 00 BASIIC ELECTRICAL MATERIALS AND METHODS

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.52 RUNWAY RUBBER REMOVAL

32 01 13 FOG COATS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 26.71 GROOVING FOR AIRFIELD PAVEMENTS

32 01 29.61 PARTIAL-DEPTH PATCHING OF RIGID PAVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE

PAVING

32 11 23 GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 HOT-MIX ASPHALT (HMA) FOR AIRFIELDS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 11 Concrete Pavement for AIRFIELDS AND Other HEAVY-DUTY

Pavement

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

Project Table of Contents - 2

32 17 24.00 10 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

32 96 00 TRANPLATING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 01 STORM DRAINAGE

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

-- End of Project Table of Contents --

01010-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01010 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 STATEMENT OF WORK

A. Furnish all parts, labor, materials, tools and equipment, transportation, supervision and all operations identified in this specification for this project.

Local Japanese Industrial Standards (JIS) in lieu of the documents and standards referenced in the body of this section can be used as substitute if it equals or exceeds requirements specified in these specifications. The contractor shall provide a translated copy of the reference standard to the government for the consideration.

B. Requirement Contract, Project LXEZ172664,Airfield Pavement includes but is not limited to:

Runways, Taxiways, Apron, Hardstands & Others

a. Slab replacement

b. Provide new PCC/AC pavement

c. Full/partial depth spall repair

d. Pavement markings with paint

e. Replace joint seal

f. Crack repair

g. Rubber removal

h. Install/replace tie downs and ground points

i. Mill and Overlay AC pavements

j. Hydro seeding/Sodding

k. AC pavement shoulder

l. Provide base/sub base course

m. Grooving

n. Mill and overlay Ac pavement

C. All Airfield work must comply with criteria established in AFI 13-213 (April 1994), Airfield driving:32-1042(24 Sep 2015) standards for marking Airfields; Unified Facilities Criteria (UFC) 3-260-01(17 Nov 2008), Airfield and Heliport Planning and Design; 3-250-08FA(16 Jan 2004) Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements; 3- 270-03(15 Mar 2001), ( Concrete Crack and Partial- Depth Spall Repair and Engineering Technical Letter (ETL) 9 7 - 1 8 (01 Jan 1997), Standard Airfield Pavement Marking Scheme; 02-8(05 Sep 2002) Silicone Joint Sealant Specification for Airfield Pavements; 97-2(28 Jul 1997) Maintenance and Repair of Rigid Airfield Pavement Surfaces, Joints, and Cracks.

D. Location of Work

Kadena Air Base, Kadena Airfield.

E. The principal features of work are as follows:

Airfield

(Plain Concrete).Type I cement concrete, testing, curing and protection and incidentals necessary work to complete the work.

1. Construct new PCC pavement (Reinforced Concrete). Type I cement concrete, testing, curing and protection and incidentals necessary work to complete the work.

01010-2

2. Repair PCC pavement using High Early Strength Concrete. Saw cutting, removal & disposal, Type III cement concrete, testing, curing & protection, restoration of joints and incidentals necessary work to complete the work.

3. Replace Existing PCC Slab(Plain Concrete). Saw cutting, removal & disposal, grading, recompacting base course, concrete work curing & protection, testing, and all incidental items to complete the work.

4. Replace Existing PCC Slab (Reinforced Concrete). Saw cutting, removal & disposal, grading, recompacting base course, concrete work, reinforcement, curing and protection, testing, and all incidental items to complete the work.

5. Provide Expansion Joint. Drilling holes at existing PCC pavement portion, painting holes with epoxy resin bonding agent, installation of painted and greased dowel bar with expansion cap, installation of premoulded joint filler, pouring of joint sealant, protection and all incidental items to complete the work as shown on the drawing.

6. Provide Doweled Construction Joint.

Drilling holes at the side of existing PCC pavement, painting of holes with epoxy resin bonding agent, installation of painted and greased dowel bar, installation of construction joint, and all incidental items to complete the work as shown on the drawing.

7. Provide Contraction Joint. Saw cutting of joint as required, installation of nonabsorptive material to top portion of 1/8” saw cut, pouring joint sealant protection of joint until sealant is dry and all incidental items to complete the work as shown on the drawing.

8. Provide New AC Pavement. Subgrade preparation, prime/tack coats, AC surface course, compaction, testing, and incidentals necessary to complete the work. Including modify type II Ac pavement.

9. Mill and Overlay AC pavement. Saw cutting asphalt, Removal by cold planning & disposal, tack coating, AC pavement and any incidental necessary to complete the work.

10. Grinding. Surface preparation, grinding, dust control, cleaning, and all incidental items to complete the work.

The surface of the completed area by grinding shall be identical to the texture of finished concrete surface that requires grooving and shall be approved by the Contracting Officer.

11. Grooving. Surface preparation, grinding, dust/FOD control, cleaning, and

12. Rubber Removal. Rubber removal of at least 95 percent of rubber deposit without damage to existing concrete surface, waste disposal, cleaning, and all incidental items to complete the work.

13. Replace Joint Seals. Removal of existing joint sealant and backup material, cleaning of joint wall, primer, new sealant with backup material, and all incidental items to complete the work.

14. Partial Depth Spall Repair. Saw cutting, removal and disposal of

Spalling portion, epoxy resin, pouring of new concrete, protection and Curing of new concrete, testing, restoration of joints and all incidental items to complete the work.

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15. Full Depth Spall Repair. Saw cutting, removal and disposal of spalling portion, drilling holes for dowel bars, placing of dowel bar, installation of bond breakers and pouring joint sealant, painting epoxy resin bonding agent to other perimeter surfaces to be in contact with new concrete, pouring of new concrete, protection and curing of new concrete, testing, joints, and

16. Repair Concrete Crack. Routing, cleaning, placing backing material, sealant and all incidental items to complete the work.

17. Install Grounding Points. Installing new ground points on either AC surface or PCC surface and all incidental items to complete the work. This item will be ordered with AC pavement or PCC pavement repair work.

18. Provide pavement marking with paint and reflective beads. Surface preparation; pavement striping, application of reflective beads, protection, curing, and all other incidental items to complete the work.

19. Remove existing pavement markings. Removal of at least 95 percent of the existing paint without damage to existing concrete surface, removal of raised pavement markers if exist and all incidental items to complete the work. Removal method shall be reviewed and approved by the Contracting Officer.

20. Provide New base Course. Subgrade/subbase and placement of base course, compaction for new base course, testing, and incidental items to complete new base course. Required thickness of base course will be shown each delivery order.

21. Provide New Subbase Course. Subgrade and placement of subbase course, compaction, testing, and incidental items to complete new subbase course. Required thickness of subbase course will be shown each delivery order. This item will also be used on airfield projects.

22. Excavation. Excavation as required to complete the specified work. All excavation will be considered as “Unclassified or Common Excavation” regardless of the nature of the existing ground.

Clearing and grubbing will be considered incident a litem stopper form the required excavationand payment shall be included in the unit price of this work. This item will also be usedon Airfield projects.

23. Provide selected fill material. Placement of fill material as required to complete the specified work. Selected fill material shall be in conformance with the specifications.

1.2 DEFINITIONS:

A. The term “law of the United States” includes laws and regulations, however named, applicable to the national government of the United States, the Department of Defense, the United States Forces stationed in Japan, and the Department of the Air Force. If work under this Contract requires compliance with the laws of a State, District, Territory, or other political subdivision of the United States, the term “law of the United States” includes those laws and regulations, however named.

T he Contract

B. The term “law of Japan” includes laws, regulations, and ordinances, however named, of the national Government of Japan and its political subdivisions.

1.3 WORKDAYS AND HOURS: The Contractor shall be allowed to work from 0700 to 1800 hours Monday through Friday excluding the

01010-4 following U.S. legal holidays.

(1) 1 January New Year's Day

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

(3) 3rd Monday of February President's Birthday

(4) Last Monday of May Memorial Day

(5) 4 July IndependenceDay

(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 work days unless changes in work schedules are approved by the Contracting Officer. Any deviations from the above shall be submitted in writing to the Contracting Officer for approval on a case-by-case basis.

1.4 PROJECT ENGINEER QUALIFICATIONS: The Contractor shall appoint a skilled Licensed Construction Engineer as a Site Supervisor for each project. A First Grade Construction Engineer (I KYU DOBOKU SKO KANRI GISI) or Pavement Engineer (HOSOU GISI) is required for all airfield projects, and if the value of this contract (Base Roads) is equal to or greater than $500,000 or Yen equivalent. A second Grade Construction Engineer (NI KYU DOBOKU SEKO KANRI GISI) or Pavement Engineer(HOSOU GISI) is acceptable if the value of this contract (Base Roads) is below $500,000 or Yen equivalent. The Contractor must have experience of Airfield pavement contract within 5 years.

1.5 WORKMANSHIP:

A. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the U.S. Government owned materials and equipment Contractor damaged U.S. 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 manner as to minimize the spread of dust and flying particles.

B. 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.

C. The work shall proceed in such a manner as to minimize the spread of dust and flying particles and to provide safe working conditions for all personnel.

D. Demolition and Salvage: Material to be removed shall be removed carefully so as not to damage material which is to remain and to be reinstalled. Sufficient safety precautions shall be taken to protect all personnel from injury. The demolition work shall be conducted so as not to interfere with the normal operation of the activity. Contractor shall patch and restore all damaged surfaces as a result of work under this contract, to match new and/or existing adjacent surfaces.

1.6 DELIVERY AND STORAGE: Equipment and materials 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 equipment and materials shall be replaced with new equipment and materials at no cost to the U.S. Government.

1.7 STANDARDPRODUCTS: 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

(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

01010-5 use at least two years prior to proposal opening. Where two units of the same class of equipment are required, these units shall be products of a single manufacturer. Each major component of equipment shall have the manufacturer’s name and address, and the model and serial number on a nameplate securely affixed in a conspicuous place; the nameplate of the distributing agent will not be acceptable.

1.8 MANUFACTURER’S RECOMMENDATIONS: Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the materials 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.

1.9 SUBMITTALS:

1.9.1 Prior to Construction:

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 30 calendar days (as indicated in Attachment 2, AF Form 66) after receipt of the initial Notice to Proceed. Subsequence delivery order material submittals shall be submitted for approval not later than 21 calendar days. The maximum time required for the Government review of each submittal is 14 calendar days after receipt of the submittal. Details of submittal requirements will be found within the individual sections. All submittal shall be provided with English translation.

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

C. The contractor shall obtain approved digging Permit prior to work start data. See 1.12 EXCAVATIONS.

D. Traffic control Plan shall be submitted minimum 14 calendar days prior to work start date for Contracting Officer’s review and approval.

1.9.2 Work Progress Schedule:

In addition to the requirement of the construction schedule set forth in the contract, the contractor shall, when required by the Government, Provide and submit to Contracting Officer Representative (COR) 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 COR to make a work progress schedule. The work shall, so far as practicable, be done in definite sections or divisions and confined to limited area which shall be completed before work in other sections or divisions are begun.

1.9.3 UponConstructionCompletion/FinalInspection:

A. AS-BUILT DRAWINGS: The Contractor shall submit 2 complete sets of final as-built drawings on CD and 4 hard copies to the Contracting Officer 7 calendar days after the final inspection for an approval. Final as-built should be used using the latest AutoCAD version. Both AutoCAD file and PDF file shall be included on CD.

B. DD Form 1354 (Transfer and Acceptance of DoD Real Property): The Contractor shall submit a DD form 1354 7 calendar days after the final inspection for an approval.

C. WarrantyLetter: 1-year warranty letter shall be submitted at the same time of as-built drawings.

01010-6

1.10 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 Contract's work being stopped (at his/her expense) until such time as one is provided.

1.11 COMMUNICATIONSLINES:

A. The Contractor must notify 18 CS/SCPX (634-1004) thru COR, at least five

(5) Calendar days in advance to have communication lines staked. Any properly identified communication lines damaged by the Contractor’s work shall be repaired by Japanese Government licensed communication lineman at the Contractor’s expense. The repair action must meet USG or local Nippon Telephone Telegraph (NTT) standards as applicable. The US Government reserves the right to repair all Contractor damaged communications lines and deduct the repair cost from the contract.

B. Existing cables shall be uncovered by hand digging. Extreme care shall be used during digging to avoid penetrating or otherwise damaging the cable insulation.

Power digging equipment shall be used for extensions only in the direction away from buried cables. Communication utilities will be identified electrically by the 18th Communications Squadron, Cable Maintenance work center, and if they cannot be identified accurately, they will be identified by appearance after the contractor has exposed them.

C. If a communications cable must be moved, it shall be coordinated through the Contracting Officer or the COR and a government cable technician will advise on the best way to relocate it. The Contract accomplish the relocation will be by the U.S.

Government.

1.12 EXCAVATIONS:

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. The Contractor should allow minimum 14 calendar days for the process.

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, sodding and scrubbings. Sod shall be placed edge to edge and staggered, unless otherwise shown or indicated. The Contractor shall maintain grass not longer than 2” high at all times within construction boundary during the construction.

1.13 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 cleanup which will exceed the requirements contained in Contract Clause FAR 52.236-12 ‘April 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 cleanup has

01010-7 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 1 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 isnecessary.

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

2. 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.

3. 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 or practical.

4. Sand and aggregate: All piles of sand or aggregate on or near the flight line will be completely covered by either a tarpaulin weighted with building blocks or other methods approved by the Base Civil Engineering representative.

5. 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. 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 Paragraphs (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

Reutilization and Marketing Office (DRMO) 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, Contract Management.

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 including weekends.

01010-8

H. If the U.S. Government has to provide protection from typhoon 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 U.S. Government's actions.

1.14 JAPANESE ROAD LAWS: The following Japanese Road Laws, Article Number 43 and 43-2, will be strictly comforted by the Contractor on U.S. Military installations, Okinawa, Japan.

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

B. Article 43-2 (Measures to be taken to prevent cargo or things loaded on motor vehicles from falling out). The agency managing a road, may, when there is reasonable cause for him to feel that things or cargo being carried, on a motor vehicle may fallout 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.

1.15 Barricades, Construction Warning Signs & Traffic Control:

A. Prominently place bilingual (English & Japanese) “OFF LIMITS”, “WET PAINT”, “UNDER CONSTRUCTION”, “NO SMOKING”, etc., as applicable, at all entrances to the job site.

B. The Contractor shall provide and maintain construction signs which shall positively identify the construction site or sites as the case may be.

C. Whenever construction activities will interfere with vehicular traffic, the Contractor shall always provide an open lane for vehicular traffic. The Contractor shall provide a flagman when two-way lane is reduced to one lane traffic. Traffic Control Plan shall be submitted to the Base Traffic Engineer thru the Contracting Officer prior to construction start date for an approval.

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

E. The Contractor shall submit traffic control plan to the Contracting Officer for an approval.

1.16 WORK AREA:

A. 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.

B. The Contractor shall remove all equipment and other items to approved staging area at the end of work hours. It is Contractor’s responsibility to keep the work area clean at all times.

C. The Contractor shall be liable for the repair or replacement of damaged items to a condition equal to or better than before it was damaged.

1.17 SAFETY REQUIREMENTS: The accident prevention 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."

01010-9

1.18 FINALINSPECTION: 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 (i) written notification by the Contractor to the Contracting Officer or (ii) the contract completion date whichever comes first.

Final inspections falling due on weekends or U.S. legal holidays will be postponed to the following workday.

1.19 NOTIFICATION BEFORE STARTING ON-SITE WORK:

A. Base Buildings: The Contractor shall notify the Contracting Officer and users a minimum of fourteen (14) calendar days prior to starting on-site work.

B. Military Family Housing (MFH): Before starting on-site work the Contractor shall notify the CO and Project Manager in writing, Forty (40) calendar days prior to on–site work starting. After approval of on-site-work, the contractor shall provide written notice to the Housing Manager and Military Family Housing Occupants indicated on the Task Order within a minimum of Fourteen (14) calendar days prior to staritn on-site work.

C. Airfield: The Contractor shall notify the Contracting Officer and 18 OSS/OSAM a minimum of fourteen (14) calendar days prior to starting on-site work.

1.20 PREPARATION OF MATERIAL APPROVAL SUBMITTALS: The submittals shall be accomplished in accordance with instructions pertaining to AF Form 3000, Material Approval Submittal. The Contractor is responsible for the submission of all required submittals, whether or not they are listed on the Materials Submittal list found in the Contract specifications.

1.21 PREPARATION OF PROGRESS SCHEDULES AND REPORTS: The reports 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 shall be submitted to the Contracting Officer within fourteen

(14) Calendar days after receipt of the Notice to Proceed.

1.22 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 Contracting Officer Representative (COR) and the inspector during construction.

1.23 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.

1.24 USE OF EXPLOSIVES: The use of explosives is not permitted on U.S. Government installations.

1.25 ASBESTOS CONTAINING MATERIALS (ACM): The Contractor shall not use material which contains asbestos.

1.26 FIRE SAFETY REGULATION: The Contractor shall obtain a permit from the Base Fire Chief prior to conducting any welding or soldering or whenever the use of open flame is necessary during the construction phase. The Contractor and his employees will be required to adhere to K A B I 32-2001(04 Mar 2016) "Fire Prevention and Protection," dated 6 January 2000.

1.27 AVAILABILITY OF LATRINE: Latrine is not available in the building/work area.

The Contractor shall be responsible for providing latrine for his personnel. (See attach 7, Toilet Facility) Location of the latrines shall be designated by the COR.

Any and all Contractor latrines shall be removed from U.S. Government property prior

01010-10 to issuance of final payment.

1.28 AVAILABILITY OF UTILITY SERVICE: The Government will furnish electricity and water to the Contractor at no cost in accordance with the contract clause entitled “Availability and Use of Utility Services” if utilities are available in the vicinity of the project site.

1.29 BARRICADES:

A. Off-Airfield:

1. Contractor shall provide approved barriers to prevent dust from going into other areas. Where necessary, the Contractor shall utilize vacuum equipment during his work to minimize dirt emission. The Contractor shall provide, if necessary, temporary partitions to prevent spread of dust in adjacent areas. If partition is required, build an acceptable wood or metal framing and apply 3/8 inch minimum thickness sheathing. The Contracting Officer Representative (COR) shall determine if partition is required.(The COR is the technical representative of the Contracting Officer and he (COR) has no authority regarding the Contract).

2. Contractor shall provide barriers/signs to keep unauthorized persons from entering working area.

B. Airfield:

1. Where pavement markings do not provide adequate definition of closed or hazardous areas use reflective orange and white colored barricades with amber-yellowlights. All barricades must be anchored or be of sufficient mass to retain an established position where they are placed. Flashing lights must be at least five candelas effective intensity and flash at a rate of from 55 to 75 flashes per minute. Continuous burning lights must have an effective intensity of 10 candelas.

a. Place barricades at 15.24 m (50feet) minimum intervals and use dual markers and lights on corners and ends.

1.30 DEBRIS AND RUBBISH CONTROL:

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

B. For removal and transport of debris and rubbish, use only roadway and street 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.

1.31 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 material shall be delivered to a warehouse or storage area specified by the COR at no cost to the U.S. Government.

1.32 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS: The disposition of excess Contractor-furnished materials that have been exempt from Japanese Customs

01010-11 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. Submit proof together with the report containing the actual quantities of tax exempted materials used including the excess materials for the project for Prefectural Government customs verification

1.33 UTILITYOUTAGES:

A. The number of utility interruptions in the existing system shall be held to a minimum. Outages to facilitate the new connections to the existing system shall be scheduled to take place during the "off peak" period.

B. Maximum utility outage for any one interruption shall not exceed eight (8) hours per day, unless the need for a longer outage can be fully justified in writing to the Contracting Officer. In the event the Contractor disagrees with the contract documents in the phasing and scheduling of utility interruptions, the Contractor shall submit a written plan for the approval of the COR. Such alternate plan, when approved shall be part of the contract documents. In no event shall utility outages be granted for a period in excess of 8 hours, unless suitable temporary connections, approved by the COR, are provided which satisfy the customer's essential operational needs.

C. Outages of utilities requiring the presence of U.S. Government personnel to turn off and turn on utilities shall be identified and submitted, in writing, to the COR at least thirty (30) calendar days in advance.

D. In the event of an emergency, such as a typhoon or military exercise, the COR shall declare such event to the Contractor and the Contractor shall have a period of no more than two (2) hours to return all utility services to normal operations.

E. For proper coordination with existing facilities, Contractor will inform the

COR a minimum of 10 days prior to any power interruption. No power outage on Saturdays in MFH nor utility outage until Contractor receives written approval from the Contracting Officer or COR.

F. Contractor shall make use of temporary connections if utilities cannot be returned to normal by 1500 daily. Temporary connections are authorized to restore such service interrupted by accident until permanent repairs are made during a normal work day. All temporary connections will be removed upon restoration of normalservice. Temporary connections shall be made in a manner that the safety of the personnel in the area of the work or personnel traveling through the area of work area properly safeguarded. Under no circumstance shall a temporary connection be made that is hazardous to the public, Contractor or Government personnel.

1.34 DISCONNECTION OF SERVICES: If it becomes necessary to interrupt the utility service to building 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 thirty (30) calendar days in advance of when it is needed.

1.35 STORAGE OF MATERIAL AND FIELD OFFICE: The Contractor may request the Government for staging area to use as storage of materials or/and field office.

However, the Contractor should be financially prepared to maintain the materials and have field office off base at his own expense if no space available on base.

1.36 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

01010-12

Contractor. Delays encountered because a translated copy was not submitted shall be at the Contractor's expense.

1.37 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 Contracting Officer Representative (COR) in this Section or in writing by the Contracting Officer. Any reference to "shall take a Sample" or "in the presence of" shall be by the COR. All references to "proposal opening" shall be replaced with "the date for receipt of proposals."

1.38 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.

1.39 QUALITY CONTROL: The Contractor shall submit Quality Control (QC) plan to the Contracting Officer for an approval. QC procedures shall in compliance with contract requirements and maintain records of his quality control for all construction operations. A copy of these records and tests, as well as the records of corrective action, will be furnished to the Contracting Officer.

1.40 AIRFIELD SAFETY REQUIREMENTS (AIR FORCE PROJECTS):

A. Contact Airfield Management a minimum of two weeks prior to work start.

B. The Contractor shall obtain Entry Authority Letter (EAL) and Construction waiver prior to construction start date. Construction waiver process can take 50 calendar days. Register all Contractor’s and subcontractor’s vehicles operating on the flight line with 18 OSS/OSAA at 634-2564.

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

D. 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 Police.

E. Airfield driving vehicle passes are required for all vehicle operators.

Contractor must submit vehicle pass requirements to 18 OSS/OSAA a minimum of two weeks prior to work start. Contractor must be escorted by User at all times while on flight line unless a free zone has been established and coordinated by User. The Contractor shall comply KAI 31-101 outline agency and Contractor responsivities when working in a free zone.

F. During night operations the contractor must provides sufficient lighting for work to be conducted safely. For work within Controlled Movement Area (100 feet from runways, overruns, helipads, and centerline road) all contractor vehicle must be equipped with flashing overhead yellow lights and have established two-way radio (set to airfield ramp net) contact with Kadena Tower.

G. Contractor shall provide a 1/4 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 by KABI 31-

101. Contractor must receive an approved Temporary Airfield Construction Waiver from 718 CES/CEA signed by 18 WG/CC prior to work start IAW UFC 3-260-01, Airfield and Heliport Planning and Design. Lighted barricades must be installed at proper intervals around all job sites unless the Airfield Manager approves safe substitute or nonuse.

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

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I. Contractor must secure all equipment left on site at the end of each day if applicable. All equipment/material storage locations located on Airfield 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.

J. 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 at construction site shall be covered upon declaration of typhoon condition 2. Stockpile materials such as aggregates, excavated material, and dirt shall not be stored on the airfield at any time. The Contractor shall have a sweeper on site.

K. Limit the number of vehicles in the work area, and no private vehicles shall be permitted in the work area or on the Airfield.

L. Emergency Landing and Takeoff: 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.

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

1.41 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 building/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.

1.42 MANAGING RADIOACTIVE MATERIALS: In all contracts where radioactive materials will be used, such as earthwork using a nuclear densimeter, paint testing with an XRF, etc., contractors must obtain approval from the Base Radiation Safety Officer (RSO) at least 30 calendar days before bringing the materials to Kadena Air Base.

The Base RSO is the 18th Medical Group’s Bioenvironmental Engineer (18 AMDS/SGPB, 634-4752), located at Bldg 612. The Contractor must submit to the RSO the Following:

A. A brief description of the proposed activities.

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

C. Japanese Contractors will comply with GOJ regulation: The Law Concerning Prevention of Radiation Hazards Due to Radio-Isotopes, etc., Law No. 167, June 10, 1957 and subsequent revisions.

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

E. A copy of that part of the AF contract describing work to be done at Kadena Air Base and the inclusive dates of the work.

F. An acknowledgment that the base RSO can make periodic checks to ensure that contractor personnel follow radiation safety practices to prevent exposures to AF personnel and avoid contamination of government property. Contractor operations

01010-14 believed to be unsafe due to radiation hazards can be grounds for suspension of work.

1.43 WELDING: Welding shall be in accordance with qualified procedures using performance-qualified welders and welding operators. Procedures and welders shall be qualified in accordance with JIS Z 3801 (Standard Qualification Procedure for Welding Technique-1997).

1.44 CONFINEDSPACES:

A. Work required in this Contract will be performed in a confined space.

Depending on the location, areas are classified as permit-required or non-permit required confined spaces. Before entering a designated permit-required confined space, the Contractor shall accomplish the following:

1. Appoint an entry supervisor who is a fully qualified and certified

Operations Chief of Hazardous Work in Oxygen-Deficient Air in accordance with Japanese laws or in accordance with provisions established in OSHA Standards, 29 CFR 1910. 146 and A F I 91-203 15- 15 Jun 2012.The Contractor shall submit certificate(s) of the entry supervisor during the material submittal stage.

2. Develop a Master Entry Plan (MEP) which complies with AFOSH Standard 91-

25 and obtain approval from 18 WG/SEG (Base Safety Office), 18 AMDS/SGPB (Bioenvironmental Engineering), and 18 CES/CEF (Base Fire Department). Entry into the confined space will be accomplished in accordance with this plan upon approval. A copy of the MEP shall also be sent to 18 CES/CEOFE (Exterior Electrical Shop) for electrical work and 18 CES/CEOIU (Water and Fuel Maintenance Shop) for water and waste distribution work, and liquid fuels systems work for their review. A copy of the approved MEP shall be submitted to the Contracting Officer and the Contracting Officer’s Representative (COR).

3. Inform his personnel, and post signs stating the nature and location of the hazard created by the confined space.

4. Notify 18 WG/SEG, 18 AMDS/SGPB, and 18 CES/CEFT, through the COR, a minimum of seven (7) calendar days prior to entry into the first confined space so that entrance procedures may be inspected by those offices at that time.

5. Be responsible for the safety of his personnel, and use the approved entry program and procedures.

B. 18 CES/CEOFE and 18 CES/CEOIU personnel will:

1. Brief the Contractor on the contents of the space and hazards that make the space permit-required.

2. Brief the Contractor on precautions and procedures that have been implemented by 18 CES/CEOFE and 18 CES/CEOIU to protect workers.

3. Review the contractor’s MEP.

C. The entry supervisor may reclassify a permit-required space as a non-permit required space under the provisions of paragraph 6.4.11 and Attachment 2 of AFOSH Standard 91-25. In such case, the Contractor may enter the confined space provided that all requirements are met. The entry supervisor will be solely responsible for the of the Contractor’s personnel.

For further information and additional requirements, see AFOSH Standard 91- 25, Confined Spaces. A copy of this standard is available at 18 WG/SEG (Base Safety Office, Building 908).

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PART 2 - PRODUCTS

Applicable publications are indicated in each individual section of the specification as required.

Approval of materials will be based on the manufacturer’s official published data and/or tests and certificate of conformance. The label or listing of the Underwriters’ Laboratories, Inc., will be accepted as evidence that the material or equipment conforms to the applicable standard of that agency. Applicable publications are indicated in each individual section of the specification as required.

PART 3 - EXECUTION

NOT USED

- END OF SECTION -

SECTION 01 57 19.00 30 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 19.00 30

TEMPORARY ENVIRONMENTAL CONTROLS KAB SUPPLEMENT

03/2017

PART 1 GENERAL

1.1 GENERAL

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Aboveground Storage Tank (AST)

1.3.2 Asbestos Containing Material (ACM)

1.3.3 Bulky Waste

1.3.4 Construction and Demolition Waste

1.3.5 Food Waste

1.3.6 Hazardous Material (HAZMAT)

1.3.7 Hazardous Substances

1.3.8 Hazardous Waste

1.3.9 Lead-Based Paint (LBP)

1.3.10 Ozone Depleting Substances (ODS)

1.3.11 Petroleum, Oil, and Lubricants (POL)

1.3.12 Rubbish

1.3.13 Solid Wastes

1.4 PROHIBITED PRODUCTS

1.5 SUBMITTALS

PART 2 PRODUCTS

2.1 ENVIRONMENTAL PROTECTION PLAN (EPP)

2.1.1 General

2.1.2 Submission Guidance

2.1.3 EPP Drafting Instructions

2.1.4 Emergency Review Request

2.1.5 Work Clearance Request

2.1.6 Chapter 1: Environmental Requirements and Training

2.1.6.1 Criteria Summary

2.1.6.2 Applicable Regulations

2.1.6.3 EPP Mandatory Items

2.1.6.3.1 Environmental Representative Appointment Letter

2.1.6.3.2 Employee Training Letter

2.1.7 Chapter 2: Air Emissions and Ozone Depleting Substances (ODS)

2.1.7.1 Criteria Summary

2.1.7.2 EPP Mandatory Items

2.1.7.2.1 Class I ODSs

2.1.7.2.2 Class II ODS Approval Request

2.1.7.2.3 Refrigerant Recovery and Recycling

2.1.7.2.4 Refrigerant…