Attachment 2 (3) Specs (vol1).pdf

U.S. ARMY CORPS OF ENGINEERS

185TH CYBER OPS FACILITY

SPECIFICATIONS

(VOLUME I OF II)

AUGUST 15, 2019

RTA SUBMITTAL

FOR OFFICIAL USE ONLY

185TH CYBER OPS FACILITY

OUTLINE SPECIFICATIONS

U.S. ARMY CORPS OF

ENGINEERS

REPORT

PROJECT NO.: MUHJ179000

CONTRACT: W91236- 17- D-0001

DELIVERY ORDER: W9123618F0044

DATE: AUGUST 2019

WSP

277 BENDIX RD, SUITE 300

VIRGINIA BEACH, VA, 23452

PHONE: +1 757-466-1732

WSP.COM

185th CYBER OPS FACILITY W91236-17-D-0001

JOINT BASE LANGLEY-EUSTIS, VA

SEALS PAGE 1 of 2

Civil

Melissa J. Simpson, PE, PMP, LEED AP, ENV SP

Landscaping

David L. Patterson, RLA, ASLA

Structural

Shirley Chiang, PE, LEED AP, F.ASCE

Architecture

Kevin Pontiff, AIA, NCARB

Interior

David P. Isbell, AIA

Fire Protection

Martin Ford, PE, RCDD

SEALS PAGE 2 of 2

Plumbing

Brandon E. Wood, PE, LEED AP

BD+C

Mechanical

Brandon E. Wood, PE, LEED AP

BD+C

Electrical

James Barkley, PE, LEED AP BD+C, RCDD

Telecom

Martin Ford, PE, RCDD

185th Cyber Ops Facility Outline Specifications

Project No. MUHJ179000

U.S. Army Corps of Engineers

WSP

August 2019

Page i

TABLE OF

CONTENTS

1 VOLUME I

1.1 Specification Divisions

Division 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

Division 01 - GENERAL REQUIREMENTS

Division 02 - EXISTING CONDITIONS

Division 03 - CONCRETE

Division 04 - MASONRY

Division 05 - METALS

Division 06 - WOOD, PLASTICS, AND COMPOSITES

DivisIon 07 - THERMAL AND MOISTURE PROTECTION

Division 08 - OPENINGS

Division 09 - FINISHES

Division 10 - SPECIALTIES

Division 12 - FURNISHINGS

2 VOLUME II

2.1 Specification Divisions

Division 21 - FIRE SUPRESSION

Division 22 - PLUMBING

Division 23 - HEATING, VENTILATION, AND AIR CONDITIONING

Division 26 - ELECTRICAL

Division 27 -COMMUNICATIONS

Division 28 - ELECTRONIC SAFETY AND SECURITY

Division 31 - EARTHWORK

DivisIon 32 - EXTERIOR IMPROVEMENTS

Division 33 - UTILITIES

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 06 00 REGULATORY REQUIREMENTS

01 11 00 SPECIAL CONDITIONS

01 11 00.01 CONSTRUCTION SECURITY PLAN

01 12 00 ENVIRONMENTAL MANAGEMENT SPECIAL CONDITIONS

01 14 00 PROJECT AND WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 56 14 CLAY BARRIER LAYER

DIVISION 03 - CONCRETE

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

PROJECT TABLE OF CONTENTS Page 1

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL AND SOFFIT PANELS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 32 13 ALUMINUM SLIDING GLASS DOORS AND PARTITIONS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 39 54 BLAST RESISTANT DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 55 56 BLAST RESISTANT GLAZING AND DOOR SYSTEMS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 87 23.13 DECORATIVE ARCHITECTURAL FILMS

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 69 19 STRINGERLESS ACCESS FLOORING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 51 13 PHENOLIC LOCKERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

DIVISION 21 - FIRE SUPPRESSION

PROJECT TABLE OF CONTENTS Page 2

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

CONTROL SYSTEMS

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

23 74 33.00 40 PACKAGED, INDOOR, HEATING AND COOLING MAKEUP

AIR-CONDITIONERS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 81 47 WATER-LOOP HEAT PUMP SYSTEMS

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES BID ITEM #2

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

BID ITEM #2

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 TELECOMMUNICATIONS BUILDING CABLING SYSTEMS STANDARDS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

PROJECT TABLE OF CONTENTS Page 3

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

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 12 33.00 30 WATER METERS

33 30 00 SANITARY SEWERAGE

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 OUTSIDE PLANT TELECOMMUNICATIONS CABLE INSTALLATION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET INDEX - GENERAL

SHEET SHEET

NUMBER NAME

G-001 COVER SHEET

G-002 SHEET INDEX

GI001 LIFE SAFETY CODE ANALYSIS

GI002 SITE PLAN - LIFE SAFETY

GI101 FLOOR PLAN - LIFE SAFETY

SHEET INDEX - SURVEY

V-100 KEY PLAN

V-101 EXISTING CONDITIONS PLAN

V-102 EXISTING CONDITIONS PLAN

V-103 SURVEY INFORMATION

V-104 SURVEY INFORMATION

SHEET INDEX - CIVIL

B-101 BORING PLAN

BB001 BORING LOGS

CD101 SITE DEMOLITION PLAN

C-001 MAINTENANCE OF TRAFFIC NOTES/HAUL ROUTES

C-101 SITE PLAN

C-102 SIGNING AND PAVEMENT MARKING PLAN

C-121 ALIGNMENT GEOMETRY SHEET

C-122 ALIGNMENT GEOMETRY SHEET

C-211 DRAINAGE PROFILES

C-301 TYPICAL SECTION

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

C-506 SITE DETAILS

C-507 SITE DETAILS

C-508 SITE DETAILS

C-509 SITE DETAILS

C-510 SIGNING AND PAVEMENT MARKING NOTES AND DETAILS

C-511 SIGNING AND PAVEMENT MARKING DETAILS

DOCUMENT 00 01 15 Page 1 RTA SUBMITTAL

C-512 SIGNING AND PAVEMENT MARKING DETAILS

CG001 EROSION AND SEDIMENT CONTROL NARRATIVE

CG002 EROSION AND SEDIMENT CONTROL NARRATIVE

CG003 STORMWATER MANAGEMENT PLAN NOTES

CG011 EROSION AND SEDIMENT CONTROL NOTES

CG101 EROSION AND SEDIMENT CONTROL PLAN PHASE I

CG102 EROSION AND SEDIMENT CONTROL PLAN PHASE II

CG121 STORMWATER MANAGEMENT PLAN

CG122 STORMWATER MANAGEMENT PLAN

CG131 GRADING AND DRAINAGE PLAN

CG132 GRADING AND DRAINAGE PLAN

CG133 DRAINAGE DESCRIPTIONS

CG501 EROSION AND SEDIMENT CONTROL DETAILS

CG502 EROSION AND SEDIMENT CONTROL DETAILS

CG503 EROSION AND SEDIMENT CONTROL DETAILS

CG504 EROSION AND SEDIMENT CONTROL DETAILS

CG505 EROSION AND SEDIMENT CONTROL DETAILS

CG506 EROSION AND SEDIMENT CONTROL DETAILS

CU101 WATER AND SEWER UTILITIES PLAN

CU102 WATER AND SEWER UTILITIES PLAN

CU201 WATER AND SEWER UTILITY PROFILES

CU501 WATER AND SEWER UTILITIES DETAILS

CU502 WATER AND SEWER UTILITIES DETAILS

L-101 LANDSCAPE PLANTING PLAN

L-501 LANDSCAPE DETAILS

L-601 PLANT SCHEDULE AND NOTES

SHEET INDEX - STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES AND ABBREVIATIONS

SB111 FOUNDATION PLAN

SF111 FIRST FLOOR FRAMING PLAN

SF112 ROOF FRAMING PLAN

SF113 DORMER FRAMING PLAN

S-301 SECTIONS AND DETAILS - FOUNDATIONS

S-302 SECTIONS AND DETAILS - MAIN BUILDING

S-303 SECTIONS AND DETAILS - CANOPY

S-304 SECTIONS AND DETAILS - DORMER

S-501 STANDARD DETAILS - CONCRETE

S-502 STANDARD DETAILS - CMU WALL

S-601 STEEL COLUMN SCHEDULE

SHEET INDEX - ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

A-002 FLOOR PLAN - AIR BARRIER

A-003 BUILDING SECTIONS - AIR BARRIER

A-101 FLOOR PLAN - DIMENSION

A-102 FLOOR PLAN - ANNOTATION

A-121 REFLECTED CEILING PLAN

A-141 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 ENLARGED ELEVATIONS DETAILS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

DOCUMENT 00 01 15 Page 2 RTA SUBMITTAL

A-314 MISCELLANEOUS DETAILS

A-315 MISCELLANEOUS DETAILS (ROOF AND DORMER WINDOWS)

A-316 MISCELLANEOUS DETAILS (DORMER WINDOWS)

A-317 MISCELLANEOUS DETAILS

A-318 MISCELLANEOUS DETAILS (MECHANICAL YARD ENCLOSURE)

A-319 MISCELLANEOUS PLAN AND DETAILS (DUMPSTER ENCLOSURE)

A-401 ENLARGED PLANS

A-402 FLOOR PLAN - RAISED ACCESS FLOOR

A-411 INTERIOR ELEVATIONS

A-421 INTERIOR AND EXTERIOR WALL SECTIONS

A-501 PARTITION TYPES AND DETAILS

A-601 DOOR AND WINDOW SCHEDULES AND TYPES

A-602 ALUMINUM DOOR HEAD, JAMB, AND SILL DETAILS

A-603 HOLLOW METAL DOOR HEAD, JAMB, AND SILL DETAILS

A-701 FINISH SCHEDULE AND DETAILS

A-702 FINISH AND SIGNAGE PLAN

A-703 INTERIOR FINISH ELEVATIONS

SHEET INDEX - INTERIOR

I-101 FURNITURE PLAN

SHEET INDEX - FIRE PROTECTION

FA001 LEGEND, NOTES AND ABBREVIATIONS

FA101 FLOOR PLAN - FIRE ALARM

FA501 FIRE ALARM DETAILS

FX001 LEGEND, NOTES AND ABBREVIATIONS - FIRE SUPPRESSION

FX101 FLOOR PLAN - FIRE SUPPRESSION

SHEET INDEX - PLUMBING

P-001 LEGEND, NOTES AND ABBREVIATIONS

P-002 FIXTURE PLATES

P-003 FIXTURE PLATES

P-004 FIXTURE PLATES

P-101 FLOOR PLAN - DOMESTIC WATER

P-201 FLOOR PLAN - SANITARY

P-401 ENLARGED PLANS

P-601 WATER RISER DIAGRAM

P-602 WASTE RISER DIAGRAM

SHEET INDEX - MECHANICAL

M-001 LEGEND, NOTES AND ABBREVIATIONS

M-002 GENERAL NOTES

M-101 FLOOR PLAN - DUCTWORK - SUPPLY AND RETURN AIR

M-102 FLOOR PLAN - DUCTWORK - OUTSIDE AND EXHAUST AIR

M-201 FLOOR PLAN - PIPING

M-301 SECTIONS

M-401 ENLARGED PLANS

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-504 DETAILS

M-505 DETAILS

M-506 DETAILS

M-601 FLOW DIAGRAM

M-602 SCHEDULES

M-603 SCHEDULES

DOCUMENT 00 01 15 Page 3 RTA SUBMITTAL

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

M-804 CONTROLS

M-805 CONTROLS

SHEET INDEX - ELECTRICAL

E-001 GENERAL NOTES

E-002 LEGEND AND ABBREVIATIONS

E-003 SITE PLAN

E-101 FLOOR PLAN - LIGHTING

E-201 FLOOR PLAN - POWER

E-202 ROOF PLAN - LIGHTNING PROTECTION

E-401 ENLARGED PLANS

E-501 DETAILS

E-502 LIGHTNING PROTECTION DETAILS

E-503 LIGHTING DETAILS

E-504 LIGHTING DETAILS

E-601 RISER DIAGRAM

E-602 PANELBOARD SCHEDULES

SHEET INDEX - TELECOMMUNICATIONS

T-001 LEGEND, NOTES AND ABBREVIATIONS

T-002 SITE PLAN - TELECOMMUNICATIONS

T-101 FLOOR PLAN - TELECOMMUNICATIONS

T-401 ENLARGED PLANS - TELECOMMUNICATIONS

T-402 RACK ELEVATION

T-403 RACK ELEVATIONS

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-503 TELECOMMUNICATIONS DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAMS

SHEET INDEX - SECURITY

TY001 LEGEND, NOTES AND ABBREVIATIONS

TY101 FLOOR PLAN - SECURITY

TY501 SECURITY DETAIL AND ONE-LINE DIAGRAM

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders in the office of the Contracting Officer.

-- End of Document --

DOCUMENT 00 01 15 Page 4 RTA SUBMITTAL

SECTION 01 06 00

REGULATORY REQUIREMENTS

02/10

PART 1 GENERAL

1.1 SECTION INCLUDES

a. Regulatory Codes.

b. Air Force Regulations.

c. Permits.

1.2 REGULATORY CODES

The latest editions of Federal, State, Industry and local codes which govern this work include, but may not be limited to:

a. Federal:

1. Part 1926 - Chapter of Title 29, Code of Federal Regulations.

2. Part 192 - Chapter of Title 49, Code of Federal Regulations.

3. Corps of Engineers Safety and Health Requirement Manual, EM 385-1-1.

4. National Historic Preservation Act of 1966 as amended and 1980 as amended.

5. Executive Order 13101 - "Greening the Government through Waste Prevention, Recycling and Federal Acquisition"

6. Resource Conservation and Recovery Act Section 6002

7. FAR Clause 52.223-4 Recovered Materials Certification

8. FAR Clause 52.223-9 Certification of Percentage of Recovered Material Content for EPA Designated Items Used in Performance of the Contract

9. FAR Clause 52.223-10 Waste Reduction Program

b. State:

1. Virginia State Enforcement.

1.3 AIR FORCE REGULATIONS

The latest editions of the following Air Force Regulations shall apply to this work:

a. MIL Handbook 1190, Facility Planning and Design Guide.

b. Air Force Safety and Health Standard: AFR127-12, Air Force Occupational Safety and Health Program, and applicable standards.

SECTION 01 06 00 Page 1 RTA SUBMITTAL

1.4 PERMITS

a. The Contractor shall apply for and obtain the following permits, in addition to any other required permits, as applicable:

1. Disposal of Hazardous Materials.

b. The Contractor shall be responsible for payment of any fees associated with acquiring the required permits and should reflect those costs in his/her bid proposal.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 06 00 Page 2 RTA SUBMITTAL

SECTION 01 11 00

SPECIAL CONDITIONS

12/18

PART 1 GENERAL

1.1 SUMMARY

The Cyber Operations Facility is an adequately sized and configured Sensitive Compartmented Information Facility (SCIF) and operational support area to conduct training and operations for the Wing's new 185th Cyberspace Operations Squadron (COS). The Full Operational Capability (FOC) facility is required to be housed on Joint Base Langley-Eustis. The COS requires this space to meet ANG mobilization requirements as a Cyber Protection Team (CPT) in support of United States Cyber Command (USCC) tasking's. The functional space areas include the Squadron Operations Center (SOC), training/testing, conference/meeting, support, and cyber operations.

Supporting facilities include all required utility systems and connections; electric (including general and security lighting); water, sewer, and gas; paving, walks, curbs and gutters; parking and site circulation; storm drainage.

Work shall include, but is not necessarily limited to, the furnishing of all labor supervision, materials, tools and equipment, miscellaneous items and performing all work necessary to complete all construction to the satisfaction of the Government.

All construction work shown on the contract drawings and not expressly mentioned in the specifications, and all work specified and no shown on the contract drawings but obviously necessary to the proper execution of the same shall be performed by the Contractor, as it is not the intent to delineate or describe every detail and feature of the work.

1.2 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2018; TIA 18-1; TIA 18-2; TIA 18-3) Life Safety Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016) DoD Building Code (General Building Requirements)

UFC 1-200-02 (2016, with Change 1) High Performance and

SECTION 01 11 00 Page 1 RTA SUBMITTAL

Sustainable Building Requirements

UFC 1-300-08 (2009, with Change 2) Criteria for Transfer and Acceptance of DoD Real Property

UFC 3-600-01 (March 2018, with Change 2) Fire Protection Engineering for Facilities

UFC 4-020-01 (2008) DoD Security Engineering Facilities Planning Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

Reference Section 27 10 00 TELECOMMUNICATIONS BUILDING CABLING SYSTEMS STANDARDS, Langley Air Force Base (AFB), Joint Base Langley-Eustis (JBLE).

Reference Section 01 12 00 Environmental Special Conditions Langley Air Force Base (AFB), Joint Base Langley-Eustis (JBLE).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-03 Product Data

Material Safety Data Sheet (MSDS) for each item

All Employee Names and Social Security Numbers

Quality Control (QC) Report

SD-11 Closeout Submittals

Survey Report

Metadata

Deliverables and Final As-builts

Three copies of Computer-Aided Draftiing and Design (CADD) didgital final as-built drawings on CD's

One As-Built Drawings (Redline)

Warranty of Construction

Equipment Warranty Certificate

SECTION 01 11 00 Page 2 RTA SUBMITTAL

DD Form 1354 Acceptance and Transfer of Real Property Facilities

1.3.1 Submittal Procedures

1.3.1.1 Schedule of Material Submittals (Eng Form 4025-12)

Information, shop drawings, certificates, test data, etc., listed on the attached Eng Form 4025-12, Schedule of Material Submittals, shall be submitted for approval by the Contracting Officer, or his/her designated representative in accordance with the General Provisions. Whenever in this contract materials or drawings are required to be submitted by the Contractor to the Contracting Officer for approval and the material or drawings submitted are at variance with the specifications or Government drawings, but are, nevertheless, approved by the Contracting Officer, inadvertently and without consciousness of the variance, and regardless that a closer review could have revealed the variance, then such approval shall not be final unless the Contractor expressly noted in a memorandum to the Contracting Officer, on the material submittal or drawing that "this material or drawing varies from specifications in the following aspects -" or uses other works of similar clear meaning. In the event of such an inadvertent, erroneous approval, the Contracting Officer, upon discovering the variance at any stage, have the right to require the Contractor to do such rework and/or material replacement as is necessary to obtain compliance with the specifications, and the expense of such rework and material replacement shall be borne solely by the Contractor.

a. Submittals for technical compliance of finishes may be made individually for each material. SUBMITTALS FOR PATTERN, COLOR, TEXTURE, ETC., SHALL BE MADE SIMULTANEOUSLY FOR EACH ROOM OR AREA.

Finishes shall be scheduled for each room/area to include surface, type material, manufacturer, brand name or product number, and space for the Government selection of pattern/color.

EXAMPLE:

Room 100

Floor: vinyl Tarkett Reliant (62107 Adobe)

Floor: carpet Milliken Magistrate (21 Clan Henna)

Wall: paint Pittsburgh Spread-Flow (white #21)

Wall: vinyl Flex-Wall Pls. In a Roll (Rajah Blue)

Wainscot: paneling Masonic Fireguard (walnut)

Ceiling: acoustic Gold Bond Acoustinet (fissure #21)

Trim: paint Glidden Easy-Enamel (0021 blue)

1.4 SCOPE OF WORK

The work under this project consists of facilities designed as permanent construction in accordance with the DoD Unified Facilities Criteria UFC 1-200-01 , General Building Requirements and UFC 1-200-02 , High

SECTION 01 11 00 Page 3 RTA SUBMITTAL

Performance and Sustainable Building Requirements. The facility should be compatible with applicable DoD, Air Force, and base design standards. In addition, local materials and construction techniques shall be used where cost effective. This project will comply with DoD antiterrorism/force protection requirements per unified facilities criteria. Special Construction Requirements: Provide for pile foundation and secure compartmentalized information areas (SCIF) with capability to handle extensive computer and communications equipment use and support.

1.4.1 Work Hours

Normal duty hours for Langley AFB, JBLE are 0730 through 1630, Monday through Friday. Work on weekends, recognized Federal holidays, or other than normal duty hours must be coordinated and approved with the Contracting Officer (CO) or his/her designated representative.

1.4.2 General Working Conditions

a. Work shall be performed in such a manner as to cause minimum disruption to the users in the area.

b. The Contractor shall notify the Contracting Officer or his/her designated representative when he intends to work so Government inspection can be provided while work is in progress.

1.5 ORDER OF WORK

The Contractor shall coordinate all work with the Contracting Officer, or their designated representative. Before starting work at the job site, provide five days' notice to the Contracting Officer or his/her designated representative.

1.6 PHASING OF WORK

The Contractor shall use the following Sequence of Work in preparing his/her Contract Progress Schedule. It lists only highlights of the construction program and is not intended in any way as a complete scope of work. Each item shall be completed before the next item may be started.

Work items not listed may be scheduled at any time.

1.7 APPLICABLE CODES AND REGULATIONS

The latest edition of the following Building Codes shall be used for all construction under this contract:

a. Air Force Engineering Technical Letter ETL 01-1, Reliability and Maintainability (R&M) Design Checklist

b. American National Standards Institute (ANSI)

c. American Standards for Testing Materials (ASTM)

d. Americans with Disabilities Act (ADA)

e. ANSI C-2, National Electrical Safety Code (QIESC)

f. Applicable Unified Facilities Guide Specifications

g. HQ 25 Air Force (25 AF) Architectural / Interior Design Standards, dated 4 Jan 2017 or most current version.

h. Institute of Electrical and Electronics Engineers (IEEE)

i. International Building Code

j. International Code Council (ICC) International Plumbing Code

k. International Fire Code

l. International Mechanical Code

SECTION 01 11 00 Page 4 RTA SUBMITTAL

m. International Society of Automation (ISA)

n. Langley Air Force Base Design Compatibility Guidelines, March 2006 or most current version.

o. Langley AFB, JBLE Electrical, Fire, and Communications Design

Standards - latest edition

p. Unified Facilities Criteria UFC 1-200-02 , High Performance and

Sustainment Building (HPSB) Requirements

q. Life Safety Code, NFPA 101

r. MIL-STD-3007

s. National Electrical Code (NEC)

t. National Electrical Manufacturers Association (NEMA)

u. National Fire Protection Association (NFPA)

v. National Fire Protection Association Codes (NFPA) - latest edition

w. Supervisory Control and Data Acquisition (SCADA)

x. Underwriters Laboratories, Inc. (UL)

y. Unified Facilities Criteria UFC 3-600-01 , Fire Protection Engineering for Facilities

z. Unified Facilities Criteria UFC 4-020-01 , DoD Security Engineering -

Facilities Planning Manual

aa. 25AF/A4C Mission Critical Facility Engineering Standard (MCFES) 15-01:

Facility Electrical and Mechanical Infrastructure Redundancy Requirements, dated 27 Oct 2015 or most current version.

NOTE: If there is a conflict between these codes or regulations and these contract specifications, the most stringent requirements shall apply at all times.

1.8 SALVAGE

Title to all materials and equipment to be demolished, shall be vested to the Contractor upon removal from the base except as noted below. All unsalvageable material will be disposed of legally off base.

1.8.1 Items Salvaged for the Government

The Contractor shall salvage the following existing materials to the Government as indicated below. Salvaged materials shall be cleaned, sorted, identified, bundled, boxed, etc. and delivered to the collection location identified.

1.9 CONSTRUCTION STANDARDS

1.9.1 General

The Contractor is reminded that the construction site must be operated and maintained according to these specifications and is subject to inspection and enforcement according to all federal, state and local codes/regulations.

1.9.2 Office Trailers and Storage Units

1.9.2.1 Office Trailers

If a trailer is required for work and at the discretion of the Government, an office trailer may be located at the project site. The Contractor shall request Contracting Officer approval for the trailer location. The Contractor shall make the request in writing at least fourteen calendar days prior to placement of trailer at site. All office trailers shall be restricted to the staging and storage limits as noted in the contract

SECTION 01 11 00 Page 5 RTA SUBMITTAL documents. The final location shall be approved by the Contracting Officer or his/her designated representative. Any office trailer or government field office shall be provided with a skirt on all sides, in like new condition, and painted either Langley Brown (Federal Standard 595a, 20100), Langley Beige, or white. Refer to Section 01 50 02.00 50 for Government Field Office requirements. Office trailers in need of painting and / or repairs or that are in an unsightly condition will not be allowed at the project site. Displayed on the exterior of all trailers shall be a nameplate which has the name of the Contractor's company, name for Contractor's point(s) of contact (POC) and telephone number where he or she can be reached, contract number, project number, title and date trailer was placed on site where located.

1.9.2.2 Storage Units

The Contractor shall review the limits of staging and storage in the contract documents and request final approval from the Contracting Officer for the siting, size and color of Storage Units, CONNEX boxes and dumpsters. The Contractor shall not bring any such items to the job site without the Contracting Officer's approval. All storage units shall be painted Langley Brown (Federal Standard 595a, 20100), Langley Beige or white. Displayed on the exterior of all storage units shall be a nameplate which has the name of the Contractor's company, name for Contractor's point(s) of contact (POC) and telephone number where he or she can be reached, contract number, project number, title and date unit was placed on site where located.

1.9.3 On-Site Storage Units

Availability and size of material lay down area shall be restricted as noted on the contract documents or as discussed during the preconstruction conference. The Contractor shall consolidate all bulk or large quantities of materials at the construction site in area(s) approved by the CO. All such items shall be stored neatly grouped together. Bulky or unsightly construction materials, heavy or light equipment or tanks shall not be delivered to or stored on the construction site for any period longer than seven calendar days prior to use, installation in the project or start of construction. The Contractor shall store all supplies and equipment on project site to preclude theft or damage. Protection and security for materials and equipment on site is the sole responsibility of the Contractor. The Contractor shall not use any area(s) for material or equipment storage that has not been approved by the CO or his/her designated representative. Refer to 01 11 00.01 CONSTRUCTION SECURITY

PLAN.

1.9.4 Fencing and Screening

Contractor shall enclose and secure all mobilization areas, to include construction sites, contract trailers, and material storage / laydown areas, with required physical barriers (to include but not be limited to temporary fence) around the perimeter unless otherwise approved in writing by the Contracting Officer. Temporary chain link fence shall be installed to a minimum height of six (6) feet and include securable gates as necessary. Temporary construction fencing shall be completely secured and obstruct visibility as necessary to limit public access to hazardous areas, maintain accountability of authorized pesonnel, prevent loss of material, prevent spread of foreign object damage (FOD) or other debris, and screen construction areas. Temporary fencing shall be completely secured at the top and bottom to prevent access. These areas shall also

SECTION 01 11 00 Page 6 RTA SUBMITTAL be screened from view in accordance with base standards or as otherwise specified. Screening shall be fabricated of 100% Polypropylene, woven, 92% blockage fabric that has been mechanically attached to the fence for the full height of the fence. The edges of each section of screening fabric shall be finished with a reinforced hem. Attachment points shall be reinforced fabric built into the hem or metal grommets built into the hem. All fabric used for screening of the construction and material storage / lay down areas shall be UV rated and dark brown or dark bronze in color unless otherwise approved by the Base Civil Engineer (BCE).

Fence screening fabric shall be inspected weekly to insure all sections remain properly in-stalled and taut at all times. Refer to section 01 11 00.01 CONSTRUCTION SECURITY PLAN for more details.

1.9.5 Locksets

If locksets are installed as a result of this project, the Contractor shall provide cylinders and cores for new locks. Cylinders and cores that the Contractor provides shall have seven-pin tumblers using the A2 system and WB keyway - except for dormitories, which use the A4 system and WC keyway. All cylinders will be from a single manufacturer. All cores will be stamped with a key control symbol in a concealed place on the core.

(For information only - the Best Premium WB Keyway, 7-pin core is part number 1CP7WB2.) The cylinders will be fully compatible with products of the Best Lock Corporation, which have interchangeable cores that are removable by special control keys.

Provide and submit a grand master keying system and a sub-master keying system for the building that is an extension of the existing Langley AFB, JBLE keying system. Best Lock Corporation can key cores and provide keys in accordance with the Langley AFB, JBLE grand master keying system; the base grand master keying system will not be made available to outside contractors. Key the equipment spaces and mechanical rooms separately from the building systems. Key them alike to the existing Langley AFB, JBLE systems for equipment and mechanical space doors. Prior to installing any lock cylinder or cores, the contractor shall coordinate with the Langley AFB, through the Corps of Engineers JBLE locksmith to ensure compliance with the grand master keying system and master keying sequence, and that the proposed lock hardware will meet requirements of this specification.

1.9.6 Communications

The Contractor shall design and install new communications in accordance with the most current version of Section 27 10 00 TELECOMMUNICATIONS BUILDING CABLING SYSTEMS STANDARDS (Langley AFB, JBLE).

1.9.7 Electrical Panels

Any electrical panel altered by the Contractor shall have every circuit and circuit modification legibly identified as to its clear, evident and specific purpose and use. The identification shall include sufficient detail to allow each circuit to be distinguished from all others. Spare positions that contain unused overcurrent devices or switches shall be described accordingly. The identification shall be included in a circuit directory that shall be located on the face or inside of the panel door in the case of a panelboard and located at each switch in a switchboard. No circuit shall be described in a manner that depends on transient conditions of occupancy. This is in accordance with §408.4 of the 2008 version of the National Electric Code (NEC).

SECTION 01 11 00 Page 7 RTA SUBMITTAL

1.10 CONTRACTOR OPERATIONS

1.10.1 Grassy Areas

Grass and weed growth in excavated materials that are stockpiled on site shall be controlled or cut weekly. Weeds and grass within the construction site shall also be controlled or cut weekly and any bushes or shrubs shall be trimmed monthly. Areas disturbed by construction or those areas required by the plans to be "re-seeded" shall be re-established by hydroseeding only. Straw shall not be used as a cover for freshly seeded areas.

1.10.2 Privately Owned Vehicles (POVs)

POVs used by Contractor personnel to commute to work are required to park in existing parking lots. Contractor or Contractor's employees, including subcontractors, shall not park any personally owned vehicle (POV) or company or delivery vehicle on grassy areas near or in the construction site without prior approval from the Contracting Officer, or his/her designated representative. When allowed, parking on grassy areas will only be for short-term delivery purposes (to include heavy tools, equipment, construction materials, etc.). Use designated hard surfaces or existing parking lots near or within the project site for parking of POVs or company or delivery vehicles. Tire and track impressions (ruts) created on wet or soft soil by vehicles or equipment used in the Contractor's operations shall not be left for more than one day after removal of such vehicle or equipment that cased the rutting. The Contractor shall restore the affected area(s) of the site to its original condition within that one-day period.

1.10.3 Site Cleanup

During construction, the Contractor shall maintain all areas in a neat and orderly manner. Contractor shall keep the construction site cleaned daily of all construction trash, trash generated by employees, debris or demolished building materials. If the work areas are not kept neat and orderly, the Contractor must return to the area to correct the unacceptable condition. During the laying of asphalt roads, streets or parking surfaces, areas soiled by residual asphalt shall be cleaned daily.

The Contractor shall treat with lime entrances and exits to asphalt work site at his/her own expense.

1.10.4 Access Routes

Access routes to this project shall be limited through the Base as shown on the plans. The Contractor shall not use the gates at King Street Bridge or LaSalle Gate (Nealy Avenue) for haul route entry or exit. When entering and exiting the base, the haul route shall be through the West Gate only.

1.10.5 Removal of Formwork

The Contractor shall remove all concrete formwork and boards within fourteen calendar days after concrete pour.

1.10.6 Noise Control

The Contractor shall comply with all applicable state, local and installation laws, ordinances and regulations relative to noise control, SECTION 01 11 00 Page 8 RTA SUBMITTAL to include applicable quiet hours exclusive to Langley AFB, JBLE. Work site is in a residential area of Langley AFB, JBLE. There shall be absolutely no construction activities in or around the construction site prior to or after the hours designated in "Work Hours" paragraph above without an approval from the Contracting Officer, or his/her designated representative. This restriction also applies to holidays also.

1.10.7 Excavations

All trenches/excavations shall be back filled and compacted to 95% of maximum Proctor density. Trenches will be top dressed with no less than three inches of shifted topsoil and then compacted. The finished area will be free of all debris, rocks and then graded to conform to the surrounding area. The area will be hydroseeded in accordance with SECTION 32 92 19 SEEDING of the specifications.

1.10.8 In-Ground Obstructions

Any type of raised obstructions shall have the surrounding soil backfilled, compacted to 95% of maximum Proctor density, and graded. The area will be top dressed as above to within three inches of the top of obstruction. Ground level obstructions will have the area dressed to the level of the obstruction. The area will be hydroseeded in accordance with SECTION 32 92 19 HYDROSEEDING of the specifications.

1.10.9 Architectural Compatibility

Due to Langley AFB, JBLE's distinct historic architecture and the high visitor traffic it receives, several special actions are required during construction:

a. The Contractor is solely responsible for spillage from his/her vehicles and such spillage shall be cleaned up immediately. For the duration of this contract and on a daily basis, the Contractor shall remove from all base roads and streets asphalt, mud, soil, rocks, trash and debris that result from his/her construction operation on base. All roads or streets affected shall be cleaned before close of business on the particular day affected. In the case of asphalt, roads will be cleaned and/or treated with lime immediately upon detection.

b. Newly placed concrete curbing and sidewalks shall match existing, adjacent concrete in color and texture.

c. Unprimed or factory-finished equipment installed on the exterior of facilities shall be painted with two coats of brown paint to match existing equipment.

1.10.10 Patching

All holes in walls or other parts of the structure where material or equipment is removed or replaced shall be sealed, painted, caulked or plugged neatly with original type of materials to match the existing part of the structure so involved. All above work and materials shall be approved by the Contracting Officer or his/her designated representative.

1.10.11 Repairs

Replace or restore all pavement, curb and gutter, and sidewalk disturbed by operations under this contract to the original condition, except where

SECTION 01 11 00 Page 9 RTA SUBMITTAL shown or specified otherwise. Compact backfill in pavement repairs with mechanical tampers to affect a density equal to adjacent subgrade. Replace pavement with equal materials and equal thicknesses to that removed, unless indicated otherwise. Each pavement area shall be replaced immediately after the work operation for that area is completed. At the Contractor's option, a temporary repair with a surface of bituminous concrete may be made immediately and removed and the permanent repair made before completion of the contract.

1.10.12 Marking

Contractor shall not mark any curb or pavement with paint.

1.10.13 Protection Requirements

The Contractor shall at all times protect and preserve the property of the Government which is within the work area and could be affected by the accomplishment of the work specified and indicated, and all parties and individuals within or near the work areas who could be endangered by the installation of the work.

1.10.14 Accidental Spills

In the event of fuel spillage during the performance of this contract, the Contractor shall be responsible for its containment, clean-up and related disposal costs. The operator shall have sufficient spill supplies readily available on the pumping vehicle or at the site to contain any spillage.

In the Event of a Contractor related release, the Contractor shall immediately notify the Environmental Management Office and take appropriate actions to correct its cause and prevent future occurrences.

If the federal, state, or local authorities assess any monetary fine, penalty or assessment related to the release of any substance by the Contractor, his/her employees, or agents during the performance of this contract, the Contractor shall be solely liable for its payment, authorizes the United States Air Force to withhold such form of payment and otherwise indemnify and hold the United States Air Force harmless.

1.11 ENVIRONMENTAL PROTECTION

PLEASE REFER TO LANGLEY AFB, JBLE SECTION 01 12 00, ENVIRONMENTAL

SPECIAL CONDITIONS and Section 01 33 29 SUSTAINABILITY REPORTING for additional environmental protections required.

1.12 PROTECTION OF GOVERNMENT PROPERTY

1.12.1 General

The Contractor shall at all times protect and preserve the property of the Government which is within the work area and could be affected by the accomplishment of the work specified and indicated, and all parties and individuals within or near the work areas who could be endangered by the installation of the work. Protection requirements include protecting the interior of the facility from inclement weather. Any actions necessary for adequate protection are solely the Contractor's responsibility. Any temporary boarding of windows or doors must be painted Langley Brown or Langley Beige to match the exterior.

SECTION 01 11 00 Page 10 RTA SUBMITTAL

1.12.2 Protection of Equipment

Contractor is required to cover equipment that is to remain in place within the area of contract operations and protect it against damage or loss and store equipment that is removed in performance of work where directed or use in work as required by drawings and specifications.

Equipment temporarily removed shall be protected and returned equal to its condition prior to starting work at no additional expense to the Government. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.12.3 Protection of Grounds

Contractor shall provide protective barriers for all grass, trees, shrubs, sidewalks, curbs and gutters within the construction boundary.

Furthermore, such items, including grass, outside the construction boundary shall also be protected during delivery of materials or moving of equipment. Damages caused by the Contractor to existing grounds, plants, pavements, utilities, work by others, fixtures, or furnishings shall be repaired by the Contractor. Such repairs shall be of as good condition as existed before the damaging, unless such existing work is scheduled for removal or replacement by the work requirements of the contract. This requirement also pertains to grading of site to remove all clods and grade irregularities prior to final inspection and acceptance. The Contractor may be required to install temporary fencing to protect the site, at no cost to the Government.

1.13 SAFETY

1.13.1 Safety Barriers and Signs

Contractor shall provide barricades, traffic control signs and construction safety signs that meet industry standards. Actual location, size and final arrangement of these items shall be discussed and approved by the Contracting Officer prior to installation. Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current requirements of the Federal Highway Administration's Manual of Uniform Traffic Control Devices for Streets and Highways (MUTCD) and the US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1 (2014). http://mutcd.fhwa.dot.gov/pdfs/2003r1r2/pdf_index.htm

1.13.2 Employee Health and Safety

1.13.2.1 Compliance

In order to provide safety controls for protection to the life and health of employees and other persons; for prevention of damage to property, materials, supplies, and equipment; and for avoidance of work interruptions in the performance of this contract, the Contractor shall comply with all pertinent provisions of the Corps of Engineers Manual, EM 385-1-1 (2014), entitled "Safety and Health Requirements Manual", as amended. The Contractor will also take or cause to be taken such additional measures as the Contracting Officer or his/her designated representative may determine to be reasonably necessary for the purpose. A copy of the manual is available for review in the Civil Engineering Contract Management Section office (Building 328) or copies can be obtained from the Government Printing Office, Washington DC 20402.

SECTION 01 11 00 Page 11 RTA SUBMITTAL

1.13.2.2 Subcontractor's Compliance

Compliance with the provisions of this clause by subcontractors will be the responsibility of the Contractor.

1.13.2.3 Safety Records

The Contractor will maintain an accurate record of, and will report to the Contracting Officer or his/her designated representative in the manner and on the forms prescribed by the Contracting Officer or his/her designated representative, exposure data and all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies and equipment incident to work performed under this contract.

1.13.2.4 Notification of Non-Compliance and Corrective Action

The Contracting Officer or his/her designated representative will notify the Contractor of any noncompliance with the foregoing provisions and the action to be taken. After receipt of such notice, the Contractor shall take immediate corrective action. Such notice, when delivered to the Contractor or his/her representative at the site of the work, shall be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the Contracting Officer or his/her designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

1.13.3 Applicable Publications

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

a. Code of Federal Regulations (CFR):

(1) OSHA General Industry Safety and Health Standards 29 CFR 1910 ;

Publication V2206; OSHA Construction Industry Standards 29 CFR 1926 .

One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. They are for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

b. National Emission Standards for Hazardous Air Pollutants 40 CFR 61 .

c. Federal Standard (Fed. Std.):

(1) 313A Material Safety Data Sheets, Preparation and the submission to the Resident Engineer (RE)/Administrative Contracting Officer (ACO) and Contracting Officer Representative (COR) who will in turn coordinate with the BioEnvironmental Office on Langley AFB, JBLE. Safety and Health Requirements Manual, EM 385-1-1 (2014).

(2) Use of Asbestos Containing Material or any Class 1 ozone depleting chemical compounds is prohibited at Langley AFB, JBLE, DA Circular 40-83-4

SECTION 01 11 00 Page 12 RTA SUBMITTAL

(3) Work covered by this section: This section is applicable to all work covered by this contract.

(4) Definition of Hazardous Materials: Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910 and to others as additionally defined in Fed. Std. 313. Those most commonly encountered include asbestos, lead paint, polychlorinated biphenyl's (PCBs), explosives and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging and pipe covering.

1.13.4 Precautions Against Hazards

1.13.4.1 Welding, Cutting and Burning

All welding and cutting operations shall be done in accordance with nationally recognized good practice. The current publications of the American Welding Society, 2501 NW 7th Street, Miami FL 33125, and the National Fire Protection Association, 470 Atlantic Avenue, Boston MA 02110, shall be used as a minimum standard of nationally recognized safety procedures in welding and cutting.

The Contractor shall provide the necessary methods of fire extinguishment and fire prevention, and before operations begin, clear all welding and cutting operations with the representative of the Contracting Officer or his/her designated representative. The Contractor shall request and receive an AF Form 592, USAF Welding and Brazing Permit, before preparing for such operations.

The Contractor shall discontinue all burning, welding or cutting operations one hour prior to the end of the normal workday. The Contractor shall provide a workman to remain at the site for thirty minutes after discontinuing the above operations. This workman shall make a thorough inspection of the area for possible sources of latent combustion. Any unsafe conditions shall be reported to the Fire Department for their investigation - EMERGENCY PHONE NO 911.

1.13.4.2 Open Flames

The use of open-flame heating devices will not be allowed except by special permission of the Contracting Officer or his/her designated representative. Such permission will not be granted unless the Contractor has taken all venting precautions. Burning trash, brush or trees on the job site will not be allowed unless specific approval is granted for each incident by the Contracting Officer or his/her designated representative.

Approval for the use of open fires and open-flame heating devices will in no way relieve the Contractor from the responsibility of any damage incurred because of fires.

1.13.4.3 Flammable Liquid Storage

Flammable liquids shall be stored and handled in…