20B5500_A0002_Atch(2)_PC001.pdf

FACILITIES DEPARTMENT

PSC 561, BOX 1871

FPO AP 96310-1871

Date: 12/05/2019

From:ESB

To: FEAD

Subj: ID#3835200

RUNWAY 02/20 SITE PREPARATION FOR AN/FRN-49

INSTRUMENT CARRIER LANDING SYSTEM

Encl:(1) Proposed Change No.PC001

1. Please process the attached change.

ESB: _________________________

DEPARTMENT OF THE NAVY

OFFICER IN CHARGE OF CONSTRUCTION

NAVAL FACILITIES ENGINEERING COMMAND

CONTRACTS, IWAKUNI

DATE: 12/05/2019

Proposed Change No.PC001

ID# 3835200

RUNWAY 02/20 SITE PREPARATION FOR AN/FRN-49

INSTRUMENT CARRIER LANDING SYSTEM

at the

U. S. Marine Corps Air Station, Iwakuni, Japan

GENERAL INTENT:

The following changes and revisions shall be made to the

NAVFAC specifications listed herein.

Revised NAVFAC specifications will be issued with this change.

1. Changes shall be made to pages of the specifications as follows:

SECTION 01 11 00 “SUMMARY OF WORK”

Page 01 11 00 – 4

PARA. 1.7.1 Commencement, Prosecution, and Completion of Work

LINE 3. Change “150 working days” to read as “150 calendar days”.

-- End of Proposed Change No.PC001 --

RUNWAY 02/20 SITE PREPARATION FOR AN/FRN-49 INSTRUMENT

CARRIER LANDING SYSTEM Maximo No.3835200

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. The latest version of the publication at time of award must be used.

HEADQUARTERS, US FORCES JAPAN, DEPARTMENT OF DEFENSE (DOD)

JEGS Japan Environmental Governing Standards

NOTE: Compliance with all requirements in JEGS is required, in accordance with

Scope of Work indicated.

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in JEGS, Section

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

Government approval is required for the following submittals with a "G" designation. Submittals not having a "G" designation are for Contractor Quality

Control approval. The following must be submitted in accordance with Section

01 33 00 CONSTRUCTION SUBMITTAL PROCEDURES for a Design-Bid-Build type project:

SD-01 Preconstruction Submittals

Construction Work Sequence Schedule Plan; G

Note: Submit a construction work sequence schedule plan to show how to commence and complete required work sequence. Those schedule plans must

SECTION 01 11 00 Page 2 include but not limited to each sequence’s start date, completion date, description of work and subject areas. In establishing those schedule plans, coordinate on-site work schedule with the Contracting Officer, a facility manager and a division representative so as not to interrupt the normal operations of a project site and facilities around the project site.

Utility Outage Requests; G

Utility Connection Requests; G

Excavation Permits; G

Hot work Permits; G

1.3.1 “G” Designation for Submittals

For a Design-Bid-Build type project;

A "G" designation following a submittal indicates that an approval action is required by the Government. Submittals not having a "G" designation are for

Contractor Quality Control approval, which must be submitted for information only.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes site preparation for the Instrument Carrier Landing System

(ICLS) as described in contract drawings and specifications. The incidental related work is defined as temporary work and relevant work which are required to accomplish this project. The incidental related work does not include work attributed to unforeseen site conditions, as specified in the paragraphs, “Notification of Unforeseen Discovery” in this section and the paragraph, “Unforeseen Hazardous Material,” in Section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS.

a. Electrical work:

(1) Provide power and communication equipment racks, conduits, wirings and groundings as indicated.

(2) Provide transformers including concrete foundations and groundings as indicated.

(3) Provide underground power distribution lines from new transformers to ICLS sites as indicated. And restore sod surface and asphalt concrete pavement to original condition where excavated and/or removed.

b. Civil work:

(1) Remove existing sod and topsoil, then fill decomposed granite sand to each indicated elevations and slopes, and finish with sod as indicated.

(2) Provide concrete pads for installation of ICLS units and asphalt concrete access roads as indicated.

(3) Provide concrete foundations for wave guide horns, warning signs and ground check point monuments as indicated.

1.4.1.1 Specifications and Standards

SECTION 01 11 00 Page 3

The specifications and standards referenced in this project specification, including addenda, amendments, and errata listed, will govern in all cases where references thereto are made. Apply the latest edition to the referenced standards and codes. In case of differences between these specifications or standards and this project specification or its accompanying drawings, this project specification and its accompanying drawings will govern to the extent of such differences. Otherwise, the referenced specifications and standards will apply.

The requirement for packaging, packing, marking, and preparation for shipment or delivery included in the referenced specifications will apply only to materials and equipment that are furnished directly to the Government and not to materials and equipment that are to be furnished and installed by the Contractor.

1.4.2 Location

The work must be located at the U.S. Marine corps Air Station (MCAS), Iwakuni, Japan, approximately as indicated. The exact location will be shown by the

Contracting Officer.

1.5 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

SHEET DIV NAVFAC TITLE

NO. NO. DWG NO. ____________________________________________

1 of 18 G-01 17070938 SHEET TITLE

2 of 18 G-02 17070939 GENERAL SYMBOLS, ABBREVIATIONS, GRAPHIC SCALES

AND DRAWING INDEX

3 of 18 C-01 17070940 EXIST/REMOVAL SITE PLAN FOR TRANSMITTERS

4 of 18 C-02 17070941 LAYOUT PLAN FOR ELEVATION TRANSMITTER

5 of 18 C-03 17070942 NEW SITE PLAN FOR ELEVATION TRANSMITTER

6 of 18 C-04 17070943 LAYOUT PLAN FOR AZIMUTH TRANSMITTER

7 of 18 C-05 17070944 NEW SITE PLAN FOR AZIMUTH TRANSMITTER

8 of 18 C-06 17070945 LAYOUT PLAN FOR ELECTRICAL CONDUIT, TRANSMITTER

AND REFERENCE POINTS

9 of 18 C-07 17070946 CIVIL DETAILS

10 of 18 E-01 17070947 ELECTRICAL LAYOUT (ELEVATION)

11 of 18 E-02 17070948 ELECTRICAL LAYOUT (AZIMUTH)

12 of 18 E-03 17070949 DIG SECTION

13 of 18 E-04 17070950 TYPICAL EQUIPMENT SHELTER GROUNDING PLAN POWER

EQUIPMENT RACK DETAILS (ELEVATION)

14 of 18 E-05 17070951 TYPICAL EQUIPMENT SHELTER GROUNDING PLAN POWER

EQUIPMENT RACK DETAILS (AZIMUTH)

SECTION 01 11 00 Page 4

15 of 18 E-06 17070952 ELECTRICAL ONE LINE DIAGRAM AND SITE DETAILS

(ELEVATION)

16 of 18 E-07 17070953 ELECTRICAL ONE LINE DIAGRAM AND SITE DETAILS

(AZIMUTH)

17 of 18 E-08 17070955 COMMUNICATIONS LAYOUT (ELEVATION)

18 of 18 E-09 17070956 COMMUNICATIONS LAYOUT (AZIMUTH)

One set of contract drawings and specifications will be furnished to the Contractor without charge.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.6 REFERENCE DRAWINGS

The following reference drawings accompany the contract drawings and are intended only to show the original construction of the premises and the design information.

TITLE NUMBER OF SHEET

AS-BUILT DRAWING FOR AIRFIELD ELECTRICITY 18

1.7 PROJECT SCHEDULE AND TIME CONSTRAINTS

1.7.1 Commencement, Prosecution, and Completion of Work

The Contractor shall be required (a) to commence work under this contract within

15 calendar days after receiving award, (b) to prosecute the work diligently, and (c) to complete the entire work, ready for use, not later than 150 calendar days, including the mailing period, after receiving award. The mailing period includes the days for mailing of the Notice of Award and submission of required bonds and Certificate of Insurance. The time stated for completion shall include final cleanup of the premises and all “Punch Lists.”

Night work limitation must be enforced for this contract as follows;

1.7.1.1 Special Scheduling Requirements

a. All on site work in this project shall be scheduled at night. Night work hours shall be between 11 p.m. and 6 a.m. The project area shall be open and ready for Government use no later than 6 a.m. every morning.

b. Foreign Object Damage (FOD) Control. Sweep the runway and taxiway as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft. This cleaning work shall be completed no later than 6 a.m.

c. Extended Flight Line Hours. When the runway and taxiways are required to remain open past 11 p.m. during scheduled night work periods, the Government will notify the Contractor immediately.

d. Due to on-going and mission-essential operations on the airfield, the

Contractor shall plan for approximately five (5) days per month of interrupted work.

SECTION 01 11 00 Page 5

1.7.1.2 Third Party Follow-on Contract

a. U.S. Government Contract: Immediately following completion of this construction work, NAWCAD third-party contractor will begin the Runway 02

AN/FRN-49 ICLS project at the same work sites designated in this contract.

This project is intended to accomplish the preparation of the site infrastructure for the ICLS systems before the NAWCAD third-party contractor begins their installation. The Contractor shall fully cooperate with the

NAWCAD third-party contractor through the Contracting Officer for construction of the Shelter Power and Communications Equipment Rack and the associated work shown on NAVFAC Drawing E-04, E-05 and C-6.

The Contractor shall submit the shop drawings for review by NAWCAD through the Contracting Officer prior to beginning of construction. The Contractor shall carefully adapt scheduling and performance of the work under this contract to accommodate any direction that may be provided by NAWCAD through the Contracting Officer.

b. Government of Japan (GOJ) Contracted Project: A GOJ contractor is scheduled to perform construction work for Phase 10 of the MC-1502 Airfield Drainage

System in the vicinity of the work site in this contract. The Contractor shall coordinate the construction schedule with Chugoku-Shikoku Defense

Bureau, GOJ prior to starting construction.

1.8 PROJECT ENVIRONMENTAL GOALS

Contractor must distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended. Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.9 CONTRACTOR ACCESS AND USE OF PREMISES

As specified in Section 01 14 00 “WORK RESTRICTIONS.”

SECTION 01 11 00 Page 6

1.10 EXISTING WORK

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

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

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

c. Unless otherwise specified or indicated, existing objects which interfere to accomplish new work must be removed temporarily and reinstalled upon completion of the work.

1.11 ON-SITE PERMITS

1.11.1 Utility Outage Requests and Utility Connection Requests

Work must be scheduled to hold outages to a minimum. Restrictions to utility outage and/or Government operation are/is specified in Section 01 14 00 WORK

RESTRICTIONS.

Utility outages and connections required during the prosecution of work that affect existing systems must be arranged for at the convenience of the Government.

The Contracting Officer may permit utility outages at his/her discretion.

Requests for utility outages and connections must be made in writing to the

Contracting Officer at least 15 calendar days in advance of the time required.

However, request for power outages and connections, depending on their scales, must be made in writing to the Contracting Officer at least the following calendar days in advance of the time required. Each request must state the system involved, area involved, approximate duration of outage, and the nature of work involved.

SCALE OF

POWER OUTAGE SUBMISSION DATE SUBMISSION FORM

Base Wide 75 calendar days FEAD prior to work

Line 30 calendar days FEAD

(Portion of Base along prior to work

Certain Power Line)

Minimal Impact 15 calendar days FEAD

1.11.2 Excavation and Hot Work Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permit 15 calendar days FEAD

SECTION 01 11 00 Page 7

Hot Work Permit 15 calendar days FEAD

Permits must be posted at a conspicuous location in the construction area.

Request and receive written permission from the Contracting Officer whenever digging is required to complete a project.

1.11.2.1 Excavation/Digging Permit Procedures at U.S. Marine Corps Air Station

(MCAS), Iwakuni

NOTE: These paragraphs only apply to projects located at U.S. Marine Corps Air

Station (MCAS), Iwakuni.

Obtain excavation/digging permits prior to start of excavation 15 calendar days in advance in accordance with “Marine Corps Air Station Order 11300.7B, Digging

Permit (DIGPERMMIT) Procedures.” The request must include a sketch of the area, limits of the excavation and expected depths, and scope of excavation work. The excavation/digging permit may usually take up to 14 days for complete approval.

Plan on-site work accordingly for this situation. The Contractor must be liable for all damages to persons or property that occurs as a result of excavation work negligence per this excavation permit policy. Route the Excavation/Digging

Permit Request Form to all affected Facilities Divisions, S-6, Telephone Branch, Provost Marshal Office (PMO) and any other potentially affected organizations for their review as directed by the Contracting Officer.

1.11.2.2 Notification of Unforeseen Discovery

Unless removal of contaminated soil or other materials is elsewhere specified as a part of the scope of work, immediately stop excavation operations and report to the Contracting Officer and Installation Environmental Division or

Installation Safety Office, as directed by the Contracting Officer, any unforeseen discovery of soils or materials suspected of being contaminated with oil or hazardous to human health. After notifying the Contracting Officer, take whatever pro-active measures are necessary to protect the excavation from erosion and prevent the spread of suspected contaminants until testing can be accomplished. Testing may be accomplished as directed by Installation

Environmental Division via the Contracting Officer through the use of a contract modification. Any testing results must be forwarded to Installation

Environmental Division or Installation Safety Office, as directed by the

Contracting Officer. After analysis of the test results, if any soils found to be contaminated, and treatment and disposal is necessary to accomplish the required work, the Government may, subject to the availability of funds, issue a modification or accomplish the work by Government personnel in accordance with

Japanese industrial waste interim treatment and licensing regulations. Also, refer to the paragraph, “Unforeseen Hazardous Material,” in Section 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS.

For a project located at U.S. Marine Corps Air Station (MCAS), Iwakuni: In accordance with “Marine Corps Air Station Order 11300.7B, Digging Permit

(DIGPERMMIT) Procedures,” if any unforeseen problems are encountered, the project will be halted and shall be reported immediately to the Contracting Officer. The project will not be restarted without approval from the Contracting Officer. If soil contamination is discovered during excavation work, stop work immediately and contact the Facilities Environmental Office.

SECTION 01 11 00 Page 8

1.11.2.3 Road Closure and Excavation

Obtain the road closure permits when streets or fire lanes are closed due to excavation and the related work.

Permission to interrupt any Activity roads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

Route the Road Closure Permit Form to Facilities Office, Provost Marshal Office

(PMO), and any other potentially affected organizations for their review as directed by the Contracting Officer.

1.12 LOCATION OF UNDERGROUND FACILITIES

The Contractor is responsible for marking and verifying all utilities not marked.

Verify the elevations of existing piping, utilities, and any type of underground obstructions not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.13 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area, under the direction of the

Contracting Officer.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for materials or equipment designated as salvage. Use a system of property control that is approved by the

Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.13.1 Qualified Recycling Program (QRP) at U.S. Marine Corps Air Station (MCAS), Iwakuni

NOTE: These paragraphs only apply to projects located at U.S. Marine Corps Air

Station (MCAS), Iwakuni.

Iwakuni Marine Corps Air Station Order (MCASO) 5090.2B “Environmental Compliance and Protection Standard Operating Procedures (ECPSOP)”, Chapter 17 “Solid Waste

Management and Resource Recovery” applies to existing materials and equipment to be removed but to remain the property of the Government. All scrap metals generated from the project shall be salvaged and remain the property of the

Government. The salvaged property shall be segregated, cleaned, itemized, delivered from the project site to the following storage area, and off-loaded, under the direction of the Contracting Officer.

SALVAGED PROPERTY STORAGE AREA

Scrap Metal Bldg.7725

SECTION 01 11 00 Page 9

All "metal items" to be removed shall be vested in the Government Property and delivered to Bldg.7725 (Facilities Recycle Center) in accordance with the following regulations:

a. Metal items that are to be "turned-in" shall be precut to 3 meters (10 feet) in length or less. Steel decking, steel plates, deck grating or plate metal will be accepted in any size.

b. Segregate copper, brass and other metal items from steel items as much as possible.

c. Before delivery, metal items shall be free of all lagging, clamps, straps, fittings or any other type of encumbrances, and metal items being used for fuel and oil handling system shall be completely purged.

d. Follow the directions of the Contracting Officer when off-loading and positioning of "salvage metal items" in this Recycle Center.

e. Deliver to this Recycle Center on weekdays (excluding Wednesday), between the hours of 0830 to 1130 and 1330 to 1600.

f. Provide document describing item description, quantity, project number and date delivered to recycle center.

PART 2 PRODUCTS

2.1 CONSTRUCTION MATERIALS

The use of either Japanese or U.S. standards in this specification is not intended to restrict the source of materials. Unless specifically restricted, the contractor may, upon the approval of the Contracting Officer, use materials manufactured to equivalent standards. In such instances, the Contractor shall submit for the approval of the Contracting Officer a statement identifying the materials involved, the equivalent standard, confirmation that the materials are equivalent to those identified in the specification, and such other information as may be desired by the Contracting Officer.

PART 3 TECHNICAL

3.1 EXISTING CONDITIONS

Before beginning any work, survey the site and examine the drawings and specifications to determine the extent of the work for a project.

3.2 WORKMANSHIP

Unless otherwise indicated or specified, Contractor's work procedures and performance must comply with the latest version of the applicable specifications and standards listed below, and other requirements as specified herein.

a. Ministry of Land, Infrastructure, Transport and Tourism (MLIT), Government of Japan

Koukyou Kenchiku Kouji Hyoujyun Shiyousyo

Koukyou Kenchiku Kaisyuu Kouji Hyoujyun Shiyousyo

SECTION 01 11 00 Page 10

Koukyou Kenchiku Setsubi Kouji Hyoujyunzu

Doboku Kouji Kyoutsuu Shiyousyo

Kuukou Doboku Kyoutsuu Shiyousyo

Kenchiku Setsubi Sekkei Kijyun

Kenchikubutsu Kaitai Kouji Kyoutsuu Shiyousho

b. Japanese Industrial Standards (JIS)

c. Japanese Architectural Standard Specification (JASS)

d. Steel Structures Painting Council (SSPC) Specifications

e. Equipment Procurement and Construction Office (EPCO), Ministry of Defense, Government of Japan

Doboku Kouji Kyoutsuu Shiyousho

f. Japanese Agricultural Standard (JAS)

g. Japanese Society of Civil Engineers (JSCE)

Concrete Hyoujyun Shiyousyo

h. Japan Road Association (JRA)

Hosou Chousa Shiken-Hou Binran

i. American Society for Testing and Materials (ASTM) International

j. National Association of Corrosion Engineers (NACE)

k. Japanese Water Works Association (JWWA)

l. Manufacturers Standardization Society (MSS) of the Valve and Fittings

Industry

m. Underwriters Laboratories (UL)

n. Construction Guide Lines (CGL)

CGL E-001 Electrical Cabinet/Panelboards (600V Nominal, or Less)

o. Electronic Components Association (ECA)

p. Institute of Electrical and Electronics Engineers (IEEE)

q. International Electrical Testing Association (NETA)

r. Japanese Cable Makers’ Association Standard (JCS)

s. Japan Power Cable Accessories Association (JCAA)

t. National Electrical Manufactures Association (NEMA)

u. National Fire Protection Association (NFPA)

v. Telecommunications Industry Association

SECTION 01 11 00 Page 11

w. The Federation of Electric Power Companies of Japan (FEPC)

x. The Japan Electrical Manufacturers’ Association (JEMA)

y. Ministry of Economy, Trade and Industry, Government of Japan

Denki Setsubi Gijutsu Kijun

z. Chief of Naval Operations Instruction (OPNAVINST)

aa. Code of Federal Regulations (CFR)

bb. Commander Naval Forces Japan Instruction (COMNAVFORJAPANINST)

cc. Japan Environmental Governing Standards (JEGS)

dd. Japan Industrial Safety and Health Association (JISHA)

ee. Military Specifications (MIL)

ff. Marine Corps Installations Pacific Order (MCIPACO)

gg. Naval Facilities Engineering Command Far East Instruction (NAVFACFEINST)

hh. Occupational Safety and Health Administration (OSHA) Law and Regulations

ii. United Facilities Criteria (UFC), Design Manuals (DM) and Military

Handbooks (MIL-HDBK)

jj. U.S. Army Corps of Engineers (USCE)

EM 385-1-1 Safety and Health Requirements Manual

kk. International Civil Aviation Organization Document 9157 AN/901, Aerodrome Design Manual

ll. Federal Aviation Administration Advisory Circular 150/5320-6, Airport

Pavement Design and Evaluation

mm. Federal Aviation Administration Specification 1391, Installation, termination, splicing, and transient/surge protection of underground electrical distribution system power cables

nn. The Unified Facilities Criteria (UFC) 3-260-01, Airfield and Heliport

Planning and Design

oo. UFC 3-535-01, Visual Air Navigation Facilities

pp. UFC 3-535-02, Design Drawings for Visual Air Navigation

-- End of Section --