DD3 Pre-Final Specifications.pdf

SPECIFICATIONS

PRE-FINAL DESIGN SUBMITTAL

FY25 MCON P1062

DRY DOCK 3 REPAIR & MODERNIZATION

NORFOLK NAVAL SHIPYARD PORTSMOUTH, VA

NAVFAC ATLANTIC

A/E Contract No. N40085-18-D-1100 Delivery Order N4008522F5017 eProjects Work Order #1715740

26 October 2023

Prepared By:

THIS PAGE INTENTIONALLY LEFT BLANK

Dry Dock 3 Repair and Modernization eProject No. 1715740 Norfolk Naval Shipyard, Portsmouth, VA Pre-Final Design Submittal

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 02/11 LIST OF DRAWINGS AND REFERENCE

DOCUMENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00.00 22 11/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00.00 22 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00.00 22 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13.00 22 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 26.00 22 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 04/15 MARINE MAMMAL PROTECTION

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 22 08/23 QUALITY CONTROL

01 45 01 01/23 CAISSON SEAT GEOMETRY QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00.00 22 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 22 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19.00 22 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 05/23 FACILITY DATA WORKBOOK (FDW)

01 78 30.00 22 11/16 GIS DATA DELIVERABLES

01 91 00.15 20 02/21, CHG 1: 05/21 TOTAL PROJECT COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00.00 22 08/22 DEMOLITION

02 82 00.00 22 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00.00 22 11/18 LEAD REMEDIATION

02 84 16.00 22 11/22 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DI VI SI ON 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 31 30 02/19 MARINE CONCRETE

03 45 33 05/16, CHG 1: 11/21 PRECAST PRESTRESSED STRUCTURAL CONCRETE

03 62 13.00 22 02/18 NON-METALLIC NON-SHRINK GROUTING

DI VI SI ON 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

PROJECT TABLE OF CONTENTS Page 1

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

05 59 20 08/23 CAISSON SEAT ARMOR PLATING

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 13 33 11/16, CHG 1: 08/17 PIER TIMBERWORK

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 14 00 02/12, CHG 2: 02/18 FLUID-APPLIED WATERPROOFING

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 72 33 08/09 ROOF HATCH

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 90 00.00 22 02/21 PAINTS AND COATINGS

09 97 13.27 02/21, CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 14 00 DRY DOCK SIGNAGE AND MARKINGS

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 22 13 08/16, CHG 1: 08/18 WIRE MESH PARTITIONS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 05/11 HDPE LOCKERS

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

PROJECT TABLE OF CONTENTS Page 2

14 70 00 01/23 IN-HAUL SYSTEM

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

22 13 29 02/11 SANITARY SEWERAGE PUMPS

22 14 29.00 40 05/17 SUMP PUMPS

22 15 26.00 20 04/06 HIGH PRESSURE COMPRESSED AIR PIPING

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 45 05/20 NITROGEN PIPING

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING FOR MECHANICAL

EQUIPMENT & SYSTEM

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 53.00 20 02/10, CHG 2: 08/17 SPACE TEMPERATURE CONTROL SYSTEMS

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.01 05/21 CYBERSECURITY FOR DOCK CONTROL SYSTEM

25 05 11.02 05/21 CYBERSECURITY FOR ELECTRICAL SCADA

DI VI SI ON 26 - ELECTRI CAL

26 05 33 02/22 DOCKSIDE POWER CONNECTION STATIONS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 11 16 11/21 SECONDARY UNIT SUBSTATIONS

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 13 00 05/21, CHG 1: 05/22 SF6 INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 20 01 08/19, CHG 3: 11/21 EXTERIOR DISTRIBUTION SYSTEM (DRY DOCK

SITE)

26 24 13 08/21 SWITCHBOARDS

26 29 01.00 10 11/22 ELECTRIC MOTORS, 3-PHASE VERTICAL

INDUCTION TYPE

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 33 53 04/08 SOLID STATE UNINTERRUPTIBLE POWER

SUPPLY (UPS)

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

PROJECT TABLE OF CONTENTS Page 3

26 42 13 05/21 GALVANIC (SACRIFICIAL) ANODE CATHODIC

PROTECTION (GACP) SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

26 56 01 08/21 EXTERIOR LIGHTING (DRY DOCK AND SITE)

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

27 53 19 09/18 DISTRIBUTED ANTENNA SYSTEM (DAS)

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

28 31 73.00 20 02/10 EXTERIOR FIRE ALARM SYSTEM, CLOSED

CIRCUIT TELEGRAPHIC TYPE

DI VI SI ON 31 - EARTHWORK

31 09 13 GEOTECHNICAL AND SURVEY MONITORING

31 23 00.00 22 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 52 00 01/23 TEMPORARY DRY DOCK ENTRANCE COFFERDAM

AND DRY DOCK DEWATERING

31 52 01 11/22 WET WELL EXCAVATION SUPPORT

31 62 16.13 11/20, CHG 1: 05/22 STEEL PIPE PILES

31 62 16.16 11/20, CHG 1: 05/22 STEEL H-PILES

31 62 19.13 11/16, CHG 2: 05/22 TIMBER MARINE PILES

31 63 29 11/19 DRILLED CONCRETE PIERS AND SHAFTS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

DI VI SI ON 33 - UTI LI TI ES

33 01 30.16 11/21 TV INSPECTION OF SEWER AND STORM DRAIN

LINES

33 11 00.00 22 02/18, CHG 1: 02/22 POTABLE WATER UTILITY DISTRIBUTION

PIPING

33 11 00.01 22 02/11 SALT WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 31 00 EXTERIOR OILY WASTE, WASTE OIL PIPING,

CLEAN WATER, EMERGENCY DEWATERING

SYSTEM (EMP)

33 40 00 11/21 STORMWATER UTILITIES

33 63 13 04/06 EXTERIOR UNDERGROUND STEAM

DISTRIBUTION SYSTEM

33 63 16 07/06 EXTERIOR SHALLOW TRENCH STEAM

DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

PROJECT TABLE OF CONTENTS Page 4

DI VI SI ON 34 - TRANSPORTATI ON

34 11 00 04/08 RAILROAD TRACK AND ACCESSORIES

34 11 19.00 20 08/18 WELDING CRANE AND RAILROAD RAIL -

THERMITE METHOD

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 16.53 08/22 HYDRAULIC VERTICAL LIFT GATES

35 45 01 02/21, CHG 2: 11/22 VERTICAL PUMPS, MIXED-FLOW

IMPELLER-TYPE

35 45 04.00 10 11/20 SUBMERSIBLE PUMP, CENTRIFUGAL TYPE

35 59 13.13 08/09 PRESTRESSED CONCRETE FENDER PILING

35 59 13.16 11/21 EXTRUDED AND MOLDED MARINE FENDERS

35 59 35 MOORING FITTINGS

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 05 13 10/07, CHG 2: 02/20 PIPELINES, LIQUID PROCESS PIPING

(WETWELL)

40 05 13.96 05/10 WELDING PROCESS PIPING

40 60 00 05/20 PROCESS CONTROL

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13.33 05/10 PORTAL CRANE TRACK INSTALLATION

41 22 23.19 05/20 MONORAIL HOISTS

DI VI SI ON 43 - PROCESS GAS AND LI QUI D HANDLI NG, PURI FI CATI ON, AND STORAGE

EQUIPMENT

43 15 00.00 22 04/06 LOW PRESSURE COMPRESSED AIR PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

PROJECT TABLE OF CONTENTS Page 6

DOCUMENT 00 01 15

LIST OF DRAWINGS AND REFERENCE DOCUMENTS

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

The list of drawings follows this Section.

1.3 REFERENCE DOCUMENTS

These reference documents may not be a part of the contract but are included with the drawings for information.

1.3.1 Norfolk Naval Shipyard Instructions

These Norfolk Naval Shipyard Instructions (NNSI) are included in the contract to the extent referenced in the drawings and specifications.

P5090.2 VOL II CH. 15 Personal Protective Equipment P5090.2 VOL II CH. 25 Man-made Vitreous Fibers P5090.2 VOL II CH. 27 Hazardous Material Control and Management P5090.2 VOL II CH. 38 Non-Bulk Recovery Material Control P5090.2 VOL II CH. 40 Emergency and Hazardous Materials Discharge

Contingency Plan P5090.2 VOL II CH. 41 Polychlorinated Biphenyls (PCB) Program P5090.2 VOL II CH. 45 Bulk Recovery Material Program P5090.2 VOL II CH. 52 Solid Waste Management P5090.2 VOL II CH. 58 Water Pollution Control Plan P5090.2 VOL II CH. 63 Clean Air Act (CAA) Compliance

1.3.2 Reference Drawings

Reference drawings contained in APPENDIX 'A' - REFERENCE RECORD DRAWINGS are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract.

1.3.3 Boring Logs

Logs of historical geotechnical borings and test data from the project area are contained in APPENDIX 'B' - HISTORICAL GEOTECHNICAL DATA. Logs of recent investigations, geotechnical test data, and environmental test data performed for the project are contained in APPENDIX 'C' - PROJECT GEOTECHNICAL DATA. Environmental test data included in APPENDIX 'D' - PROJECT ENVIRONMENTAL TEST DATA include chemistry test results for samples taken from both land and water borings. The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

DOCUMENT 00 01 15 Page 1

1.3.4 Other Reference Documents

DOCUMENT

LOCATION

DOCUMENT NO.

OR DATE

TI TLE OR DESCRI PTI ON

Appendix 'E' [XXX 2023] [Hazardous Material Inspection Report

- Dry Dock #3 prepared by AH Environmental Consultants, Inc.]

Appendix 'F' [XXX 2023] [Report of Findings - Dry Dock 3 Concrete Coring prepared by MN+BMcD Joint Venture]

Appendix 'G' - Project and Site Permits

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.00 22 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes repair and modernization of Dry Dock No. 3, abandonment of Pumpwell 3, demolition and construction of steam, compressed air, salt water, potable water, communications, and electrical system elements and incidental related work in the small dock area of Norfolk Naval Shipyard.

Specific work elements include:

a. Construction of temporary cofferdam system at the entrance to Dry Dock No. 3;

b. Dewatering of Dry Dock No. 3 for the duration of renovation project;

c. Demolition and reconstruction of the inner, superflood, and outer caisson seats;

d. Demolition/abandonment of Pumpwell 3;

e. Demolition of Building 516;

f. Construction of stay-in-place excavation support system for intake and environmental containment structures;

g. Selective demolition and reconstruction of the dry dock floor, walls, and coping walls;

h. Installation of driven piling through the existing dry dock floor;

i. Selective demolition and reconstruction of Dry Dock No. 3 concrete floor, walls, and stairs;

j. Construction of intake sump and culverts;

k. Construction of environmental containment structure;

l. Construction of trench drain system;

m. Repair of the Dry Dock 2/3 intake culvert;

n. Replacement of the Dry Dock 2/3 Suction Junction Chamber sluice gates;

o. Demolition of the dry dock utility tunnels;

p. Construction of concrete utility trench and coping wall;

q. Demolition of portal crane rails and railroad tracks;

r. Demolition of crane beams;

s. Driving crane beam piles and reconstructing crane beams;

t. Demolition and reconstruction of capstan foundations;

u. Relocation of existing substations to a new pile supported platform;

v. Demolition and reconstruction of 480 volt underground electrical distribution system and electrical shore tie stations;

w. Demolition and reconstruction of the dry dock lighting systems;

x. Demolition and reconstruction of the dry dock communications

SECTION 01 11 00 Page 1 systems;

y. Demolition and reconstruction of the dry dock fire alarm and mass notifications system;

z. Demolition and reconstruction of the dry dock domestic water main and risers;

aa. Demolition and reconstruction of the dry dock high-pressure, domestic firefighting water main and risers;

ab. Demolition and reconstruction of the dry dock salt water distribution piping and risers;

ac. Demolition and reconstruction of the dry dock steam distribution piping and risers;

ad. Demolition and reconstruction of the dry dock compressed air distribution piping and risers;

ae. Demolition and reconstruction of the dry dock sanitary sewer (CHT) piping and risers;

af. Construction of oily waste/waste oil main and risers along the south side of Dry Dock No. 3;

ag. Demolition and reconstruction of the dry dock clean water headers;

ah. Construction of auxiliary salt water discharge risers, main and overboard valve along the south side of Dry Dock No. 3;

ai. Construction of emergency discharge main along the south side of

Dry Dock No. 3;

aj. Demolition and reconstruction of the dry dock storm drain system;

ak. Demolition of the temporary cofferdam system at the entrance to Dry

Dock No. 3

al. Construction of concrete Pump House building.;

am. Construction of wet wel elevated generator support platform.;

an. Construction of Pump House/Wet Well fire protection systems.;

ao. Construction of Pump House/Wet well electrical power, emergency power, lighting, and grounding systems.;

ap. Construction of Pump House telecommunications systems (telephone, ethernet, DAS, SCADA).;

aq. Construction of Pump House pumps, process piping, and control systems.;

ar. Construction of Pump House HVAC system.; and

as. Connection of Pump House utility systems to backbone dry dock/site utility systems.

1.2.2 Location

The work is located within the Controlled Industrial Area (CIA) at the Norfolk Naval Shipyard (NNSY), Portsmouth, VA, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Surrounding buildings and site immediately adjacent to all work will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage and staging of materials and equipment, and use of approaches, drive aisles, and roadways.

1.4 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

SECTION 01 11 00 Page 2 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 must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Provide a third party, independent, private utility locating company to positively identify underground utilities in the work area. Complete utility locating a minimum of 21 calendar days prior to excavating.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all utilities. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6 UTILITY OUTAGES AND CONNECTIONS

The following procedure shall apply to all utility outages, connections, and excavations related thereto:

a. Pre-outage request = submit 28 calendar days before work is scheduled to begin.

b. Utility locating = complete 21 calendar days before work is scheduled to begin.

c. Utility outage plan submittal = 14 calendar days before work is scheduled to begin.

d. Pre-outage coordination meeting = 7 calendar days before work is scheduled to begin.

1.7 NAVY AND MARINE CORPS INTRANET (NMCI) COORDINATION REQUIREMENTS

1.7.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to

SECTION 01 11 00 Page 3 demonstrate a plan for maintaining the contract duration.

1.8 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 located within 2 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.9 SPECIAL REQUIREMENTS

a. The project work areas occupy a significant shipyard production area.

The Contractor shall manage and endeavor to minimize work areas (especially storage, laydown, and waste streams), minimize construction traffic into and out of work areas, and shall coordinate construction activities daily with the Contracting Officer or the appointed Government representative(s). Activities which are expected to infringe on the work area limits and the nature and volume of construction traffic into and out of the work areas shall be an agenda item during weekly QC meetings.

b. All on-site work associated with this contract will be executed within the shipyard CIA which requires unique access credentials and strict limitations on the nature of materials and equipment. Comply with all NNSY requirements, including, but not limited to:

1. Safety requirements and awareness.

2. Radiological program safety and concerns.

3. Security requirements.

4. US citizenship.

5. Badging and access credentials.

6. Limitations on phones and computer equipment.

7. Identification of vehicles and equipment.

8. Continuity and planned outages of utilities.

c. The Government requires the capability to gain access in a limited manner to Contractor's work areas to support emergency and security activities should they arise. Coordinate the location of gates (pedestrian and vehicular) and means of locking the gates with the Contracting Officer.

d. Except as indicated, portal crane rails outside the work area limitations shall remain clear and unobstructed unless notified and planned in advance. Provide at least 7 days' notice. Coordinate activities adjacent to the work area limitations with the Government to account for portal crane travel and overhangs.

SECTION 01 11 00 Page 4

e. The construction schedule must account for Shipyard curtailment during the last 10 calendar days of each year during which period construction work may proceed (with the exception of Government holidays). However, site access may be slowed and other activities requiring Government support may be delayed for a period equal to the duration of the curtailment.

f. In addition to other provisions, the construction schedule shall account for non-working construction periods during which the Contractor has no access to the site for a sum total of [30] normal working days.

g. The Government is required to recertify the dry dock upon completion of the project. Certification activities include performance testing of the dry dock pump systems while seating the existing caisson in the reconstructed caisson seats at the dry dock entrance. A total of six caisson seating evolutions are required to document caisson performance during dewatered conditions in the dry dock seats. Both the port and starboard sides of the caisson will be evaluated while positioned at the inner, superflood, and outer seats. Each evolution requires flooding the dry dock, seating the caisson, and dewatering the dry dock and will take approximately 2 working days for a total of 12 working days. Evolutions cannot occur until the Contractor's temporary cofferdam structure at the dry dock entrance has been removed and commissioning of the wet well systems is complete.

Provide technical support/training of NNSY personnel who will operate the pump systems during the seating evolutions. During this time no construction activities will be performed inside of the dry dock.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 11 00 Page 6

SECTION 01 14 00

WORK RESTRICTIONS

11/22

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.

COMMANDER, NAVY REGION MID-ATLANTIC (CNRMA)

CNRMA 11320.11 Fire Prevention and Protection Regulations

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

10 CFR 19 Notices, Instructions and Reports to Workers: Inispection and Investigations

10 CFR 20 Standards for Protection Against Radiation

10 CFR 34 Licenses for Industrial Radiography and Radiation Safety Requirements for Industrial Radiographic Operations

29 CFR 1910.1096 (2017) Ionizing Radiation

U.S. NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND (NAVFAC)

NAVFACINST 5104.1 Radiological Contractor Oversight Management and Safety Program

NAVAL SUPPORT ACTIVITY, NORFOLK NAVAL SHIPYARD

NAVSUPPACTNNSYINST 5100.3 (2012) Installation Smoking Policy

U.S. Code (USC)

10 USC 6011 Navy Regulations

1.2 DEFINITIONS

1.2.1 NNSY RSO/ASRO

Norfolk Naval Shipyard Radiation Safety Officer(NNSY RSO) or Assistant (NNSY ASRO). The NNSY RSO contact information is:

Commander, Norfolk Naval Shipyard Attn: Radiation Safety Officer Code 105.11 Norfolk Naval Shipyard Portsmouth, VA 23703

(757) 396-5788/2921/5959

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1.2.2 QC/Competent Person (RSO)

The Contractor's Quality Control (QC) or Competent Person (CP) must be trained and knowledgeable in radiation safety.

1.2.3 NAVFAC Contractor Radiological Oversight Program Manager (CROPM)

NAVFACINST 5104.1 . Serves as subject matter expert for the Contractor Radiological Oversight program.

1.2.4 Contractor Oversight Technician (COT)

The Contractor Oversight Technician will be a member of the NAVFAC Construction team for radiological construction safety.

1.2.5 Designated Smoking Area (DSA)

NAVSUPPACTNNSYINST 5100.3. Designated Smoking Area.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.00 22 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Activity Hazard Analysis (AHA) Plan; G

List of Contact Personnel; G

Preconstruction Radiological Documentation; G

Radiological Reports; G

1.4 SPECIAL SCHEDULING REQUIREMENTS

a. Work must be phased as indicated on the Phasing Plans contained in the Contract Drawings.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The surrounding site faciliites will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, crane rails, railroads, or utility service must be requested in writing to the Contracting Officer a minimum of 15 calendar days prior to the desired date of interruption.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing shipyard operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations, including the following:

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The following conditions apply:

(1) Compressed Air Connections

(2) Electrical System Connections

(3) Fresh Water Connections

(4) Portal Crane Crossings

(5) Railroad Track Crossings

(6) Roadway Closures

(7) Salt Water Connections

(8) Steam Connections

f. Permission to perform operations using radioactive material or machine sources of ioninzing radiation must be requested.

[ 1.5 RELATED PROJECTS

Text

] 1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including occupational safety; health and environmental programs; radiological program; fire safety;, traffic safety; and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

A copy of the Activity Hazard Analysis (AHA) Plan must be submitted to Code 1102 via the Contracting Officer, ten working days prior to all construction work in the vicinity of telephone/communications systems.

The Contractor must include in the AHA plan the approximate location of all communication equipment, cabling, and work procedure to protect the integrity of these systems. Code 1102 will assess the impact on these systems and will review the plan to ensure the incorporation of the details that eliminate or minimize the risks to the systems. Code 1102 shall provide to the Contracting Officer concurrence with the planned work and state any preconditions required for the additional protection of equipment. These preconditions may include, but not limited to, establishing temporary telecommunications systems, arranged outages, or changes to the planned construction activity.

1.6.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, SECTION 01 14 00.00 22 Page 3 correct and change the information contained in previous lists.

1.6.1.2 Additional Personnel Requirements

1.6.1.2.1 General Construction and Finish Work

General construction and finish work of the controlled area must be performed by U.S. firms using U.S. citizens who have been subject to trustworthiness determinations. General construction includes construction activities such as building sitework, utilities, foundations, structure, and enclosure or shell, including doors, windows and façade work. Finish Work includes construction activities such as insulation, floor, partition, and ceiling systems; cabinet work; conveyor systems;

specialties; building furnishings, fixtures, and equipment; and mechanical and electrical services and equipment including those specialized for fire protection, security, communication, control, energy conservation, safety, comfort, convenience, and similar purposes.

1.6.1.3 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.6.1.3.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

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1.6.1.3.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.6.1.3.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.6.1.3.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.6.1.4 No Smoking Policy

NAVSUPPACTNNSYINST 5100.3. Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas (DSAs).

This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

Additional areas where smoking is prohibited include:

a. All walkways, cross walks and paths

b. Alleys, passages, stairways, ramps, and loading docks between and leading to buildings

c. While in transit from one location to another within the shipyard

d. Within 50 feet of building entries/exits; within 50 feet of fuel, oxygen tanks and other combustible sources. Within 50 feet of all sidewalks, walkways and picnic tables.

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e. Within 20 feet of air intakes or open windows

f. All Government owned, leased, or rented vehicles

g. On board vessels docked or berthed (unless the vessel has an established DSA)

h. In any dry dock except for established DSAs.

Each DSA will contain enough tobacco waste receptacles to accommodate all tobacco waste and to ensure cleanliness. Smokeless tobacco waste must be placed in containers with sealing lids. Contractor must submit the location of all DSAS to the Contracting Officer. DSA must provide protection from the weather (i.e. awning, covered areas. Signage for the DSA must be posted within the smoking area in a location where it can be seen easily. A copy of the sign is located at the end of this section.

Additional areas where smoking is prohibited include:

a. All walkways, cross walks and paths

b. Alleys, passages, stairways, ramps, and loading docks between and leading to buildings

c. While in transit from one location to another within the shipyard

d. Within 50 feet of building entries/exits; within 50 feet of fuel, oxygen tanks and other combustible sources. Within 50 feet of all sidewalks, walkways and picnic tables.

e. Within 20 feet of air intakes or open windows

f. All Government owned, leased, or rented vehicles

g. On board vessels docked or berthed (unless the vessel has an established DSA)

h. In any dry dock except for established DSAs.

1.6.2 Emergency Response Requirement

The Norfolk Naval Shipyard has instituted a requirement for all personnel to take shelter for personal safety in the event of certain emergencies.

This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

The most appropriate protective action for certain emergencies is to take shelter. Personnel must immediately seek shelter while an assessment is made of the threat and determinations are being made regarding subsequent actions such as "all clear" or selected building evacuations. The following procedures have been put in place in the event of an emergent condition.

1. NOTIFICATION: The primary means of alerting personnel will be emergency alert signals. The alerting signal to seek shelter will be three steady tones that last for thirty seconds separated by ten seconds of silence. The notification for "all clear" will be three short tones repeated three times.

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2. SHELTERING: When personnel hear the alert signal, the area of work must be secured in a manner that will leave the site in safe condition. Personnel must seek shelter in the nearest occupied building in calm and orderly manner. If possible, secure all windows and doors and shut off ventilation. If working aboard ship, proceed into the interior of the ship and wait for further directions from official personnel. If in a vehicle, park the vehicle so that it does not block the normally traveled portion of the road and proceed into the nearest occupied building.

3. EVACUATION: In the event of an evacuation, personnel will receive directions from team members of the Crowd Control Center (CCC) or the building custodian acting on the directions from the CCC. Contract personnel must comply with instructions given at all times.

NNSY PERSONNEL NOTIFICATION: The Contractor must instruct their personnel, including subcontractors assigned to a job within NNSY, upon witnessing flooding, fire, injury to personnel, or any other incident or casualty requiring emergency response, to immediately contact all the below, providing the location and other pertinent details:

a. Any NNSY Supervisor or Manager

b. NNSY Fire Department dispatcher (396-3333)

c. The Contracting Officer

1.6.3 Safety and Fire Protection Awareness

a. Contractor personnel must be made aware of emergency evacuation signals and best escape routes.

b. All personnel must comply with NAVFAC Fire Code requirements as stated in CNRMA 11320.11 .

c. Notify the Fire Department upon discovery of any discharge, regardless of the source.

1.6.4 Shipyard Regulations

Ensure that Contractor personnel employed on the Shipyard become familiar with and obey Shipyard regulations. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment must be conspicuously marked for identification.

Comply with the following conditions:

a. Restrict employees/representatives to the work site and control travel directly to and from the work site .

b. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

c. Be responsible for control and security of Contractor-owned equipment and materials at the work site. Report immediately missing/lost/stolen property to the Shipyard Police Department (phone 396-7266) as each case occurs.

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d. Ensure that no material is stacked within 10 feet of the Controlled Industrial Area (CIA) perimeter. Remove from the work site, or secure ladders or other such equipment which could be used to climb the CIA perimeter fence. Ensure that no vehicles are parked within 10 feet of the CIA perimeter.

e. Ensure that no openings in the roof/walls/windows/fence of the building exist at the end of the workday and do not exist where penetration is possible during non-working hours. If the building cannot be secured at the end of the workday, coordinate action with the Contracting Office to notify the cognizant code to arrange for a security watch by their personnel.

f. Seventy-two hours prior to making any penetrations (such as tunneling under, cutting through a fence or building) in a restricted area, contact the Shipyard Security Office to make arrangements for a security guard or other measures required to meet all security requirements. Cost of security guard will be charged to the Contractor.

g. Crane rails and railroad tracks within Norfolk Naval Shipyard, including painted safety zones, cannot be blocked without the prior written approval of the Contracting Officer for each instance (place and time) of blockage.

h. Contractors may not enter the cafeterias in Buildings M-32, 202, 435, 1436, and 1526 after 1200 hours unless authorized work is to be performed.

1.6.5 Entry to Radiologically Controlled Areas

Contractor personnel must not, under any circumstances, enter a radiologically controlled area or cross any posted radiological boundary.

This paragraph applies to all phases of contract work. Radiation areas are posted with signs consistent with OSHA requirements. Ensure that employees are familiar with the radiation signs and symbols. All personnel entering the shipyard for the first time are required to receive radiological indoctrination training.

Should contract workers encounter radiological postings or boundaries which appear to limit their ability to access or carry out their intended work, they must notify their contract administrator for resolution of the problem.

1.6.5.1 Radioactive Materials and Equipment

All testing equipment, containing a radioactive source, must be operated in accordance with an approved radioactive equipment plan. This plan must be submitted to the Contracting Officer and approved by the Radiation Officer (Code 105.5), prior to bringing the equipment into the shipyard.

This plan must include:

a. The name and type of equipment.

b. The type and size of radiation source.

c. The dates and locations of the equipment's usage.

d. The radiological controls that the Contractor will use while operating

SECTION 01 14 00.00 22 Page 8 the equipment.

A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment must be submitted to the Contracting Officer to forward to the shipyard's Radiation Safety Officer. The data sheet must contain the following information:

a. Name of equipment.

b. Name and address of equipment manufacturer.

c. Type and size of radiation source.

d. The location of the installed radioactive equipment (i.e. building no., floor, code/shop area).

1.6.6 Working Hours

Regular working hours must consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays. It is the Contractor's responsibility to determine if work outside of regular hours is required to complete the Contract.

1.6.7 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.6.8 Waterfront Access

The Shipyard is protected by a waterfront security barrier located between the main channel of the Elizabeth River and the project site. The waterfront security barrier can only be opened Monday through Friday between 0800 and 1500. It cannot be opened on Government holidays or weekends.

All waterfront security barrier openings must be coordinated with NNSY Port Operations. Requests must be recieved by Port Operations in writing via email at least 24 hours in advance and prior to 1330 on the business day prior to the requested opening.

Schedule all movement of floating equipment, boats, and barges through the security barrier around these constraints.

1.6.9 Occupied Buildings

The Contractor will be working in and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

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1.6.10 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays, unless directed otherwise. Conform to procedures required in paragraph WORK OUTSIDE

REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, steam, oily water collection, and security systems are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Complete the NNSY Utility Connection Permit Application 30 days prior to making any utility connections. The NAVFAC Utility Department shall provide written response within two weeks to the Contracting Officer in regards to approval and any additional requirements. The Contractor may obtain a copy of the application from the Contracting Officer.

e. Contractor is responsible for locking out and tagging out of service, all equipment/utility systems involved under this contract. All locks used to control hazardous energy for personnel must have red bodies, and red bodied locks must be used for no other purpose at NNSY. After an outage has been approved, Government personnel will secure the equipment/utility distribution systems and tag those systems outside the building. Operation and isolation of utility services within the building are the responsibility of the Contractor. Where possible, the Contractor must provide any necessary locks and chains to secure utility systems (i.e. steam, water, air, electricity) and to achieve a zero mechanical state (ZMS) for all machinery involved. ZMS is defined as the mechanical state of a machine in which:

(1) Every power source that can produce machine movement has been locked off.

(2) The mechanical potential energy of all portions of the machine is at its lowest potential value so opening of pipes, valves, hoses, or actuation of any valve will not produce a movement that could easily cause injury.

(3) The kinetic energy of the machine is at its lowest practical value.

(4) Pressurized fluid (air, oil, or other) trapped in the machine lines, cylinders, or other components is not capable of producing a machine motion upon actuation of any valve.

f. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

1.6.11 Shipyard Area Work Clearance Request

1.6.11.1 Shipyard Hazardous Areas

Do not enter into work areas where Shipyard personnel are using protective

SECTION 01 14 00.00 22 Page 10 equipment such as respirator and masks or marked boundary areas without prior approval.

1.6.12 Restrictions on Use of Yellow, Orange-Yellow, Red, and Magenta Materials

Contractor must refrain from use of yellow or orange-yellow materials for the following purposes: sheeting, tarpaulins, polyethylene bottles or other containers, tapes, bags, banding of identification marks on tools, boundary markers such as ribbons. Contractor generated yellow waste materials such as torn foul weather gear must be disposed of by the Contractor off-yard. Shipyard dumpsters and trash cans must not be used for disposal of Contractor generated yellow waste materials. Yellow colored items such as described above are of specific significance within the shipyard and are subject to strict controls.

1.7 SECURITY REQUIREMENTS

[ Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

] 1.7.1 Norfolk Naval Shipyard, Portsmouth, VA

Contractor employees and representatives performing work under this contract are required to be United States citizens. If naturalized, the individual must present his naturalization papers to the Security Officer for inspection. Foreign born personnel must present evidence of citizenship regardless of citizenship of parents, as required by immigration laws. Contractors and Contractor personnel are the subject of a local police records check. Contractor personnel who possess a security clearance issued by the Defense Industrial Security Clearance Office (DISCO) will be issued a shipyard badge in the appropriate category. Each Contractor employee is required at the time of issuance of a personnel badge to submit a signed Privacy Act Release Form, in duplicate, to complete the local police check. Requested information must be furnished. Individuals who have felony convictions (e.g., murder, rape, drug offences, of theft) or who are deemed untrustworthy by the Security Department, Norfolk Shipyard will be denied access to the shipyard and their personnel badge will be recalled.

1.7.1.1 Shipyard CIA and Sensitive Areas

All Contractor or visitor personnel requesting access to the Controlled Industrial Area (CIA) will be required to view an orientation videotape prior to receiving a badge. The videotape is 20 minutes in length and includes radiological indoctrination training as well as security, environmental, safety and health issues.

Entry into the CIA for those…