DS IDIQ Prototype Specification.doc

USCGC RUSH (WHEC-378W) DOCKSIDE AVAILABILITY 2011

USCGC RUSH (WHEC 723)

378 FT HIGH ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

Developed By: LTJG Jennifer Rest (Rev-0, 19 April 2011)

TABLE OF CONTENTS

ivRevisions Record vConsolidated List of References xiConsolidated List of Government-furnished Property

1Consolidated List of Critical Inspection Items

2Principal Characteristics

4General Requirements

11WORK ITEM D-01: Temporary Services, Provide

13WORK ITEM D-02: BREAKERS (DEGAUSSING) INSPECT AND TEST

16WORK ITEM D-03: Circuit Breakers (60 Hz), Inspect and Test

22WORK ITEM D-04: Circuit Breakers (400 Hz), Inspect and Test

25WORK ITEM D-05: COMMISSARY HOIST (GEN) LEVEL 2 INSPECT AND REPAIR

30WORK ITEM D-06: WARPING CAPSTAN (GEN) LEVEL 2 INSPECT AND REPAIR

34WORK ITEM D-07: OILY WATER SEPARATOR OVERHAUL

41WORK ITEM D-08: Evaporators (General), Overhaul

49WORK ITEM D-09: sEWAGE EJECTOR PUMP OVERHAUL

52WORK ITEM D-10: Vent Ducts (Galley and Pantry Room), Commercial Cleaning

55WORK ITEM D-11: Vent Ducting Cleaning Main Engine Air Intakes

59WORK ITEM D-12: MDE FILTER POD RENEWAL

63WORK ITEM D-13: AIR COMPRESSOR OVERHAUL

67WORK ITEM D-14: Compressed Air Receivers Inspect and Test

70WORK ITEM D-15: FUEL OIL MANIFOLD VALVES OVERHAUL

75WORK ITEM D-16: EGT DAY TANK PRESERVE

80WORK ITEM D-17: Tank (Waste Oil), Clean

83WORK ITEM D-18: Grey Water Holding Tanks, Clean and Inspect

86WORK ITEM D-19: Potable Water Pneumatic Tank, Clean and Inspect

89WORK ITEM D-20: Tank (Sewage Holding), Preserve “100%”

91WORK ITEM D-21: Water Tight Hatch 1-304-1 Repair

94WORK ITEM D-22: Starboard Boat Deck Plating Renewal

98WORK ITEM D-23: Fantail Deck Exterior, INSPECT AND Preserve

101WORK ITEM D-24: AFTER STEERING (2-320-0-E) DECK PRESERVATION

106WORK ITEM D-25: FAN ROOM (1-280-1-Q) DECK PRESERVATION AND REPAIR

111WORK ITEM D-26: FAN ROOM (01-97-1-Q) DECK PRESERVATION AND REPAIR

116WORK ITEM D-27: RESCUE GEAR LOCKER (01-108-1-A) DECK PLATING RENEWAL

120WORK ITEM D-28: STORAGE LOCKER 2-90-2-A DECK PLATING RENEWAL

123WORK ITEM D-29: STACK DECK PRESERVATION

128WORK ITEM D-30: STACK DECK STRUCTURAL PLATING RENEWAL

132WORK ITEM D-31: Deck Drain Piping Repair

135WORK ITEM D-32: CAPTAINS CABIN OVERHEAD REPAIRS

139WORK ITEM D-33: DECK PLATING RENEWAL MESS DECK VESTIBULES

143WORK ITEM D-34: VACUUM SEWAGE PUMP OVERHAUL

147WORK ITEM D-35: Counter Measure Wash Down System; Renew

150WORK ITEM D-36: FIREMAIN PRESSURE SENSOR LINE REPAIRS

153WORK ITEM D-37: FIREMAIN AND ASW PRESSURE REGULATING VALVE OVERHAUL

158WORK ITEM D-38: CHILL WATER SYSTEM Insulation Renewal

162WORK ITEM D-39: Deck Covering (Interior Wet), Renew

164WORK ITEM D-40: Deck Covering (Interior Quarry Tile), Renew

166WORK ITEM D-41: Berthing Head Renovation

172WORK ITEM O-42: DECK REPAIR AFTER STEERING (2-320-0-E)

175WORK ITEM O-43: GREY WATER HOLDING TANKS, PRESERVE “100% ”

Revisions Record This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

Consolidated List of References

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free or charge. Other Government documents may be accessed – free of charge – as follows:

· MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

· Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

· Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws:: www.gpoaccess.gov The Government is aware of the following internet web links where contractors may procure commercial specifications:

· American Welding Society (AWS): http://www.awspubs.com/index.php

· ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

· NFPA: http://www.nfpa.org

· SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace Coast Guard Drawings

· Coast Guard Drawing 378-FRAM-E 475-3, Rev -, Degaussing System Isometric Wiring Diagram

· Coast Guard Drawing 378-FRAM-E 475-4, Rev -, Degaussing System Isometric Wiring Diagram

· Coast Guard Drawing 378-FRAM-E 320-19, Rev A, As Built Electrical One-Line Dia

· Coast Guard Drawing 378-FRAM-E 431-3, Rev C, Lcl IC Swbd Iso - Elem W/D

· Coast Guard Drawing 378-FRAM-E 431-4, Rev A, IC Switchboard Groom Label Plates

· Coast Guard Drawing 378-FRAM- W 572-2, Rev -; Commissary Hoist Control System Wiring Diagram

· Coast Guard Drawing 378-FRAM- W 572-3, Rev -; Commissary Hoist Arrangement & Details

· Coast Guard Drawing 378-FRAM- W 572-4, Rev -; Outline Commissary Hoist

· Coast Guard Drawing 378-FRAM-572-5, Rev -; Section & Assembly Commissary Hoist

· Coast Guard Drawing 378-FRAM-572-6, Rev -; Mech Bill of Material List for Commissary Hoist

· 378-FRAM-W 801-1, Rev F; BOOKLET OF GENERAL PLANS

· Coast Guard Drawing 378 FRAM-E 531-001, Rev E, Distilling Plant Piping Arrangement & Detail

· Coast Guard Drawing 378-FRAM-W 801-1, Rev G; Booklet of General Plans

· Coast Guard Drawing 378 FRAM-W 512-001, Rev L, HVAC Line Diagram

· Coast Guard Drawing 378 FRAM-W 512-010, Rev F, HVAC Install & Construction Dets

· Coast Guard Drawing 378-FRAM-W 801-1, Rev -, Booklet of General Plans

· Coast Guard Drawing 378-FRAM-W 251-1, Rev -, Propulsion Diesels Plenum Air Intake Filter a&D

· Coast Guard Drawing 378-FRAM-W 259-4, Rev -, Mn Prpln Dsl Eng & Dsl Gen Exh & Blr Flue Arr

· Coast Guard Drawing 378-FRAM-W 508-1, Rev -, Insulation Schedule

· 378-FRAM-W 264-2, Rev D; Diagram Lube Oil Transfer & Purifying

· 378-FRAM-W 264-3, Rev G; Lube Oil Transfer and Purifying Piping A&D

· Coast Guard Drawing 378 FRAM-W 551-001, Rev K, LP Service Compressed Air System

· Coast Guard Drawing 378 FRAM-W 551-015, Rev -, Ship Service Air Receiver

· Coast Guard Drawing 378-FRAM-W 541-1, Rev D, Diagram Fuel Oil Transfer & Ballast System

· Coast Guard Drawing 378-FRAM-W 535-2, Rev A; 50 & 150 Gas Condensate Tanks & 600 Gal. Fo Tank

· Coast Guard Drawing 378-FRAM-W 801-1, Rev G; Booklet of General Plans378-FRAM-E 85-1, Rev D; BKLT GEN PLANS

· Coast Guard Drawing 378 FRAM-W 593-001, Rev C; Diagram Sewage & Transfer

· Coast Guard Drawing 378 FRAM-W 533-001, Rev F, Potable and Freshwater Service System Diagram

· Coast Guard Drawing 378 FRAM-W 533-002, Rev H, Potable Water System in Machinery Space

· Coast Guard Drawing 378-FRAM-W 167-2, Rev -, List of Hatches, Scuttles & Accesses

· Coast Guard Drawing 378-FRAM-W 167-6, Rev -, 36 X 36 Rwt Hatch with 18 Dia. Scuttle

· Coast Guard Drawing 378-FRAM-W 152-1, Rev -, Deck Plating & Framing

· Coast Guard Drawing 378-FRAM-W 635-1, Rev -, Insulation a&D

· Coast Guard Drawing 378-FRAM-W 111-2, Rev -; Shell Expansion Aft

· Coast Guard Drawing 378-FRAM-W 132-2, Rev A; 2nd & 3rd Deck Plating Aft

· Coast Guard Drawing 378-FRAM-W 131-2, Rev -; Main Deck Plating & Framing Aft

· Coast Guard Drawing 378-FRAM-W 131-5, Rev -; Main Deck Plating and Framing Aft

· Coast Guard Drawing 378-FRAM-W 131-6, Rev -; Main Deck Plating and Framing Aft

· Coast Guard Drawing 378-FRAM-W 111-2, Rev -; Shell Expansion Aft

· Coast Guard Drawing 378-FRAM-W 512-19, Rev G; HVAC a&D Aft FR 234 Above Main Deck

· Coast Guard Drawing 378-FRAM-W 512-16, Rev F; HVAC a&D Frame 72-120 Above Main Deck

· Coast Guard Drawing 378-FRAM-W 132-1, Rev -, 2nd Deck Plating & Framing Forward

· Coast Guard Drawing 378-FRAM-W 150-2, Rev A; Aluminum Superstructure Aft of FR 192

· Coast Guard Drawing 378-FRAM-W 154-4, Rev -; 03 Deck Plating & Framing

· Coast Guard Drawing 378-FRAM-W 162-6, Rev -; Stack

· Coast Guard Drawing 378-FRAM-W 508-1, Rev C; Insulation Schedule

· Coast Guard Drawing 378-FRAM-W 528-1, Rev -, Diagram Plumbing & Interior Deck Drains

· Coast Guard Drawing 378-FRAM-W 122-2, Rev -, Transverse Bulkheads 72, 80 & 96

· Coast Guard Drawing 378-FRAM-W 151-2, Rev -, Deckhouse Frame 72-168

· Coast Guard Drawing 378-FRAM-E 523-1, Rev -, Diag Washdown Cm Sys

· Coast Guard Drawing 378-FRAM-E 523-2, Rev -, Washdown Cm 01 Lvl

· Coast Guard Drawing 378-FRAM-E 523-3, Rev -, Washdown Cm 01 Lvl L/M

· Coast Guard Drawing 378-FRAM-E 523-4, Rev -, Washdown Cmm 01 Lvl

· Coast Guard Drawing 378-FRAM-E 523-5, Rev -, Washdown Cm 01 Lvl L/M

· Coast Guard Drawing 378-FRAM-E 523-6, Rev -, Washdown Cm Above 01 Lvl

· Coast Guard Drawing 378-FRAM-E 523-7, Rev -, Washdown Cm Sys Above 01 Lvl L/M

· Coast Guard Drawing 378-FRAM-E 523-8, Rev -, Mods to Washdown Countermeasure Sys

· Coast Guard Drawing 378 FRAM-W 521-1, Rev H, Diagram Fire Main System

· Coast Guard Drawing 378 FRAM-W 521-3, Rev E, Firemain System in Machinery Space

· Coast Guard Drawing 378 FRAM-W 521-4, Rev H, Firemain System Fwd FR 192 Arr & Det

· Coast Guard Drawing 378 FRAM-W 521-5, Rev H, Firemain Sys Aft Frame 192 a&D

· Coast Guard Drawing 378-FRAM-W 256-1, Rev -, Diagram Salt Water Cooling Sys

· Coast Guard Drawing 378-FRAM-E 508-1, Rev -, Insulation,Lagging Pipping-Machy

· Coast Guard Drawing 378-FRAM-E 514-1, Rev -, Hot - Chw Sys Diag

· Coast Guard Drawing 378-FRAM-E 514-2, Rev -, AC Hot-Chw Machy Space

· Coast Guard Drawing 378-FRAM-E 514-3, Rev -, AC Hot-Chw Machy L/M

· Coast Guard Drawing 378-FRAM-E 514-4, Rev -, Hot-Chw 3rd Dk & Below

· Coast Guard Drawing 378-FRAM-E 514-5, Rev -, AC Hot-Chw 3rd Dk L/M

· Coast Guard Drawing 378-FRAM-E 514-6, Rev -, AC Hot-Chw 2nd Dk

· Coast Guard Drawing 378-FRAM-E 514-7, Rev -, AC Hot-Chw 2nd Dk L/M

· Coast Guard Drawing 378-FRAM-E 514-8, Rev -, AC Hot-Chw Mn Dk

· Coast Guard Drawing 378-FRAM-E 514-9, Rev -, AC Hot-Chw Mn Dk

· Coast Guard Drawing 378-FRAM-E 514-10, Rev -, AC Hot-Chw 01 Lvl

· Coast Guard Drawing 378-FRAM-E 514-11, Rev -, AC Hot-Chw 01 Lvl L/M

· Coast Guard Drawing 378-FRAM-E 621-3, Rev -, Typical Joiner Dets

· Coast Guard Drawing 378-FRAM-E 621-4, Rev -, Joiner Bhds

· Coast Guard Drawing 378-FRAM-E 644-1, Rev -, San Spaces a&D

· Coast Guard Drawing 378-FRAM-E 644-2, Rev -, L Plumbing Fixtures

· Coast Guard Drawing 378-FRAM-E 635-3, Rev -, Det of Insulation

· Coast Guard Drawing 378-FRAM-W 624-1, Rev -, Joiner Doors

· Coast Guard Drawing 378-FRAM-W 644-3, Rev -, Shower Stalls Coast Guard Publications

· Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services

· Coast Guard Technical Publication (TP) 3266, Manufacturers Instruction Book, SWBS Group(s) 324-421

· Coast Guard Technical Publication (TP) 3268, Manufacturers Instruction Book, SWBS Group(s) 427-436

· CG Tech Pub 3280A; Manufacturers Instruction Book, SWBS Group(s) 572-582

· Naval Ships' Technical Manual, Chapter 572, Shipboard Stores and Provision Handling, 11/13/98

· MIL-DTL-23549, Rev Rev D, Not 1, 2/20/2007; Grease, General Purpose

· CG Tech Pub 3280A; Manufacturers Instruction Book, SWBS Group(s) 572-582

· COMDTINST M10360.3, Rev C, 6/9/2006; Coatings and Colors Manual

· The Society for Protective Coatings SSPC-SP 10/NACE No.2, Rev -, 11/1/2004; Near-White Blast Cleaning

· Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

· Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements

· CG Tech Pub 3281B, MANUFACTURER'S INSTRUCTION BOOK, SWBS GROUP(S) 593

· Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual

· MLCPAC Standard Specification 304.1, Rev -, 3/1/2000; Shipboard Electrical Cable Test

· Coast Guard Technical Publication (TP) 3274, SWBS 531, May 1997, Distillation Plant, Riley Beaird, Inc. Six Stage Flash Type, 10,000 Gpd, Model TU-106 H.

· Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

· Coast Guard Technical Publication (TP) 3281A, Manufacturer's Instruction Book, SWBS Group(s) 593

· Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), Jan 2009, Clean Shipboard Ventilation Systems

· Coast Guard Technical Publication (TP) 3254A, Manufacturer's Instruction Book, SWBS Group(s) 233

· Coast Guard Technical Publication (TP) 3254B, Manufacturer's Instruction Book, SWBS Group(s) 233

· CG Tech Pub 3914, 4/4/2003; Air Compressor - Series Qr-25

· Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install New Deck Covering Systems

· Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses

· Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems Other References

· National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications

· Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker

· Naval Sea Systems Command (NAVSEA) 362-2345, Circuit Breaker Navy Type AQB- A101 & NQB- A101

· National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications

· Naval Sea Systems Command (NAVSEA) 362-0895, Circuit Breaker Navy Type AQB - A250

· Naval Sea Systems Command (NAVSEA) 362-2334, Air Circuit Breaker Navy Type AQB-A800 & NQB-A800

· Naval Sea Systems Command (NAVSEA) 362-2428, Air Circuit Breaker Navy Type ACB-902R

· Naval Ships' Technical Manual, Chapter 572, Shipboard Stores and Provision Handling, 11/13/98

· MIL-DTL-23549, Rev Rev D, Not 1, 2/20/2007; Grease, General Purpose

· MIL-C-16173, Rev E; Corrosion Preventive Compound, Solvent Cutback, Cold Application, 1/6/93

· MIL-C-81309, Rev E; Corrosion Preventive Compounds, Water Displacing, Ultra-Thin Film, 11/26/97

· DOD-G-24508, Rev A(4); Grease, High Performance, Multi-Purpose, 9/23/98

· MIL-PRF-2105, Rev E; Lubricating Oil, Gear, Multipurpose (Metric), 8/22/95

· NAVSEA Standard Item 009-15, Rev -; Rotating Machinery Balance

· NAVSEA Standard Item 009-17, Rev -; Rotating Electrical Equipment Repair

· American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

· Federal Specification HH-P-151, Rev F, Not 1; Packing, Rubber Sheet, Cloth Insert

· Federal Specification QQ-N-281, Rev D, Amend 2; Nickel-Copper-Aluminum Alloy, Wrought (UNS) N05500

· MIL-F-1183, Rev J, Sup 1; Fittings, Pipe, Cast Bronze, Silver-Brazing, General Specifications for

· MIL-PRF-1149, Rev D; Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

· MIL-DTL-1222, Rev J; Studs, Bolts, Screws and Nuts for Applications Where a High Degree of Reliability Is Required

· The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

· The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning

· The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning

· American Society for Testing and Materials (ASTM) F1138, 98(2007); Standard Specification for Spray Shields for Mechanical Joints

· Society of Automotive Engineers (SAE) AMSC6183, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

· The Society for Protective Coatings SSPC-SP 12/NACE No.5, Rev -, 7/1/2002; Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating

· The Society for Protective Coatings SSPC-SP 15, Rev -, 11/1/2004; Commercial Grade Power Tool Cleaning

· MIL-HDBK-291, Rev -, 9/26/1986; Cargo Tank Cleaning

· Federal Specification QQ-N-281, Rev Rev D, Amend 2, 10/23/1985; Nickel-Copper-Aluminum Alloy, Wrought (Uns) N05500

· Society of Automotive Engineers (SAE) AMSC6183, Rev -, 7/1/1998; Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

· ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

· The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning

· HYPERLINK Commercial Item Descriptions (CID) A-A-59316, Nov 2003; Abrasive Materials for Blasting

· MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

· Naval Ship's Technical Manual (NSTM) Chapter 634, Rev 3; Deck Covering

· American Welding Society (AWS) D1.1/D1.1M:2006, 2008 Rev 08; Structural Welding Code - Steel, 20TH Edition

· MIL-PRF-1149, Rev D; Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

· The Society for Protective Coatings SSPC-SP 11, 11/1/2004; Power Tool Cleaning to Bare Metal

· Naval Ship's Technical Manual (NSTM) Chapter 635, Rev 3; Thermal, Fire and Acoustic Insulation

· The Society for Protective Coatings SSPC-VIS 4/NACE VIS 7, Rev -; Guide and Visual Reference Photographs for Steel Cleaned by Waterjetting

· The Society for Protective Coatings SSPC-VIS 1, Rev -, 11/1/2004; Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

· American Welding Society (AWS) D1.2, 2008, Structural Welding Code - Aluminum

· American Welding Society (AWS) D1.1, 2008, Structural Welding Code - Steel

· Code of Federal Regulations (CFR) Title 29, Part 1915, Section 71, 2007, Scaffolds, Ladders and Other Working Surfaces

· The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application

· Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-69, 2003, Pipe Hangers and Supports - Selection and Application

· Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-89, 2003, Pipe Hangers and Supports – Fabrication and Installation Practices

· MIL-STD-769, Oct 1990, Thermal Insulation Requirements for Machinery and Piping Consolidated List of Government-furnished Property

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

NIIN: 01-319-5309

1 ea.

NIIN: 01-517-3597

1 ea.

NIIN: 01-505-2078

1 ea.

NIIN: 01-505-2067

1 ea.

NIIN: 01-505-2071

1 ea.

MFR Part No.: VPMLMC4-7-12-6-1

P/N HIEC-718-20FM

2 ea.

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter Consolidated List of Critical Inspection Items The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000_STD, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title Commissary Hoist Level 2 Inspect and Repair

Grey Water Holding Tanks, Clean and Inspect

After Steering (2-320-0-E) Deck Preservation

Fan Room (1-280-1-Q) Deck Preservation and Repair

PC_378W_WHEC_723_1109

Principal Characteristics

378W WHEC (RUSH)

Physical Characteristics

Hull Characteristics

Material

Machinery Characteristics

One 500KW-AC Type, 450V, 60 Hz, 3 Phase, Solar Model 101506-2001 gas turbine driven emergency service generator

Two 25 KVA (PF = 0.8), 120V, 400 Hz, 3 Phase Electronic Specialty motor generators

Two 10 KVA (PF = 0.8), 120V, 400 Hz, 3 Phase Electronic Specialty motor generators

Tank Capacities

00000_0310_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (1209) General Requirements

1. SCOPE

1.1 Intent. This item describes the general requirements to be followed by the Contractor while conducting this availability.

2. REFERENCES

Coast Guard Drawings None.

Coast Guard Publications Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Other References Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

· Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday.

3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazard wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COTR or KO-approval.

3.4.4.3 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with, the local and state regulations.

3.4.4.4 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/directives/cim.asp

4.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Specific Area Being Preserved: ___________________________________________________________

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with COMDTINST M10360.3, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating manufacturer(s).

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-based coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating manufacturer(s).

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-12, SP-11, SP-10…).

Verify surface anchor profile (1.5-3.5 mils for abrasive-blasted steel surfaces; 1.0 mil (minimum) for power-tool cleaned surfaces; 1.0-1.5 mils for abrasive-blasted aluminum surfaces); and 1.5 –2.5 for surfaces to be coated w/single coat of inorganic zinc). Conduct 5 sets of 3 readings for the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Measure soluble salt conductivity (5 measurements per 1000 sqft) – maximum threshold: 70 microsiemens/cm for non-submerged surfaces and 30 microsiemens/cm for submerged surfaces.

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application:_________/_________; Return to service or removal from environment controls: _______/_______

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ (Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat)

| DP - Surface |

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-3 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Surface Profile Measurements: ___________________________________________________________

(mils)

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________ Place Surface Profile Replica Tapes In The Spaces Provided Below, To Serve As Permanent QA record. Maintain separate log for each area/location. When an Area Is Divided Into Separate Sections, Maintain A Separate Log for Each Section.

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Average Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Work (including frame numbers): _______________________________________ Area (square feet): ____________

(microsiemens/cm)

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence) Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Coating Manufacturer: ___________________Product Name: _______________________Batch Number: ____________ Induction Time: _______________________________________________________________ Coating System Sequence (Indicate Whether: Primer, Touch-Up Primer, Barrier Coat, 3rd Coat…): __________________ Dry Film Thickness (DFT) Measurements IAW SSPC PA-2

*BASE METAL READING (BMR)

*Required, If Magnetic Pull-Of (Type I/Banana) Gauge Is Used.

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Application Method (Airless, Conventional Spray, Rolled):____________________ Average DFT: __________________________________________________________ Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

86350_LNM_1009_FLT

WORK ITEM D-01: Temporary Services, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary logistics.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings None.

Coast Guard Publications Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide Temporary Services Other References None.

3. REQUIREMENTS

3.1 General. The Contractor shall provide the below listed temporary logistics, in accordance with SFLC Std Spec 8635.

TABLE I - Service Selection

*Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635.

TABLE 2 - Harzadous waste disposal

(lbs) Empty Containers (previously housed hazardous materials)

3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period.

4. NOTES

This section is not applicable to this work item.

32123_JSP_0710_378W

WORK ITEM D-02: BREAKERS (DEGAUSSING) INSPECT AND TEST

1.1 Intent. The intent of this item is to test circuit breakers located on Degaussing Switchboard in IC & Gyro Room.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 378-FRAM-E 475-3, Rev -, Degaussing System Isometric Wiring Diagram Coast Guard Drawing 378-FRAM-E 475-4, Rev -, Degaussing System Isometric Wiring Diagram Coast Guard Publications Coast Guard Technical Publication (TP) 3266, Manufacturers Instruction Book, SWBS Group(s) 324-421 Other References National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker Naval Sea Systems Command (NAVSEA) 362-2345, Circuit Breaker Navy Type AQB- A101 & NQB- A101

3. REQUIREMENTS

3.1 General. The Contractor shall provide skilled technicians, portable instrument standards and all necessary equipment to inspect and test circuit breakers designated in the work item. The Contractor may remove the Circuit Breakers from the vessel to a shoreside test facility. If this is done the Contractor shall exercise extreme care in transporting and reinstalling the circuit breakers to original operating condition on Switchboard.

3.1.1 Prior to any wiring disconnection and removal of circuit breakers, the Contractor shall record all wiring information, trip setting adjustments, and equipment locations necessary for use in later reinstallation. Retain all mounting and connecting hardware for later reuse. Submit a CFR.

3.1.2 Disconnect and remove the circuit breakers listed in the Table 1. Coordinate the disconnection and removal of the circuit breakers with the COTR to minimize disruption of power. Temporarily cover or insulate switchboard or panel board openings created by the removal of circuit breakers to prevent personnel contact with energized conductors.

3.1.3 The Contractor shall notify the COTR 48 Hours prior to start work on this Item.

3.2 Inspection requirement. The Contractor shall inspect all circuit breaker wire connectors, screws and plating and submit a CFR.

3.2.1 Surface burn marks and hairline cracks are acceptable but shall not deteriorate the mold surface or impair physical strength. Cracks are not permitted in wall section between phase and a ground plane when there is a conducting part in contact with the wall section. Cracks shall not exceed 0.75 inch in length, and in no case should be greater than 50 percent of the length of the surface in which the crack appears. Submit a CFR.

3.3 Circuit breaker testing. The contractor shall test circuit breakers listed in the Table 1 in accordance with the National Electrical Manufacturers Association (NEMA) AB 4 or UL 489 Molded Case Circuit Breakers. The test shall include, at a minimum:

· Mechanical Operation

· Insulation Resistance

· Individual Pole Resistance

· Inverse-Time Over current Tripping

· Instantaneous Over current Tripping

· Rated Hold-In Current (Note: Perform this test only on the Circuit Breaker which are tripping under normal load condition. The COTR will identify the Circuit Breakers).

3.4 Circuit breaker data sheet. The contractor shall provide data sheet of each circuit breaker testing with the following information:

· Circuit Breaker Model and Serial Number

· Circuit Breaker Service

· Circuit Breaker Visual Condition

· Test Voltage/Test Amperes

· Type of Test/Test Method/Test Date/Name of Test Laboratory

· Result of Testing

3.5 Contractor’s option for circuits breaker renewal. The Contractor may elect to renew circuit breakers in lieu of testing (due to high cost of labor for testing or non available near by testing facilities) at no additional cost to the government. Ensure that all circuit breakers shall be UL 489 Certified.

TABLE 1 – circuit breaker list

3.6 Circuit breaker reinstallation. After all testing is complete, reinstall circuit breakers using previously recorded wiring information to its original operating condition and Coast Guard TP 3266.

3.7 Operational test-post repairs. After completion of the work, the Contractor shall witness an operational test (by Coast Guard personnel) of all circuit breakers to prove satisfactory operating condition. Submit a CFR.

3.7.1 Operate each Circuit Breaker “ON” and “OFF” several times to exercise the circuit breaker and ensure that mechanical linkages are free.

3.7.2 Direction of Rotation Test – Perform a direction of rotation test on each new and disturbed three-phase motor circuit.

4. NOTES

32123_JSP_0309_378E

WORK ITEM D-03: Circuit Breakers (60 Hz), Inspect and Test

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test Circuit Breakers (60 Hz) located on the Main Switchboard.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 378-FRAM-E 320-19, Rev A, As Built Electrical One-Line Dia Coast Guard Publications Coast Guard Technical Publication (TP) 3266, Manufacturers Instruction Book, SWBS Group(s) 324-421 Other References National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker Naval Sea Systems Command (NAVSEA) 362-0895, Circuit Breaker Navy Type AQB - A250 Naval Sea Systems Command (NAVSEA) 362-2334, Air Circuit Breaker Navy Type AQB-A800 & NQB-A800 Naval Sea Systems Command (NAVSEA) 362-2345, Circuit Breaker Navy Type AQB- A101 & NQB- A101 Naval Sea Systems Command (NAVSEA) 362-2428, Air Circuit Breaker Navy Type ACB-902R

3. REQUIREMENTS

3.1 General. The Contractor shall provide skilled technicians, portable instrument standards and all necessary equipment to inspect and test circuit breakers designated in the work item. The Contractor may remove the Circuit Breakers from the vessel to a shoreside test facility. If this is done the Contractor shall exercise extreme care in transporting and reinstalling the circuit breakers to original operating condition on Switchboard.

3.1.1 Prior to any wiring disconnection and removal of circuit breakers, the Contractor shall record all wiring information, trip setting adjustments, and equipment locations necessary for use in later reinstallation. Retain all mounting and connecting hardware for later reuse. Submit a CFR.

3.1.2 Disconnect and remove the circuit breakers listed in the Table 1. Coordinate the disconnection and removal of the circuit breakers with the COTR to minimize disruption of power. Temporarily cover or insulate switchboard or panel board openings created by the removal of circuit breakers to prevent personnel contact with energized conductors.

3.1.3 The Contractor shall notify the COTR 48 Hours prior to start work on this item.

3.2 Inspection requirement. The Contractor shall inspect all circuit breaker wire connectors, screws and plating and submit a CFR.

3.2.1 Surface burn marks and hairline cracks are acceptable but shall not deteriorate the mold surface or impair physical strength. Cracks are not permitted in wall section between phase and a ground plane when there is a conducting part in contact with the wall section. Cracks shall not exceed 0.75 inch in length, and in no case should be greater than 50 percent of the length of the surface in which the crack appears. Submit a CFR.

3.3 Circuit breaker testing. The contractor shall test circuit breakers listed in the Table 1 in accordance with the National Electrical Manufacturers Association (NEMA) AB 4 or UL 489 Molded Case Circuit Breakers. The test shall include, at a minimum:

· Mechanical Operation

· Insulation Resistance

· Individual Pole Resistance

· Inverse-Time Over current Tripping

· Instantaneous Over current Tripping

· Rated Hold-In Current (Note: Perform this test only on the circuit breakers which are tripping under normal load condition. The COTR will identify the circuit breakers).

3.4 Circuit breaker data sheet. The contractor shall provide data sheet of each circuit breaker testing with the following information:

· Circuit Breaker Model and Serial Number

· Circuit Breaker Service

· Circuit Breaker Visual Condition

· Test Voltage/Test Amperes

· Type of Test/Test Method/Test Date/Name of Test Laboratory

· Result of Testing

3.5 Contractor’s option for circuits breaker renewal. The Contractor may elect to renew circuit breakers in lieu of testing (due to high cost of labor for testing or non available near by testing facilities) at no additional cost to the government. Ensure that all circuit breakers shall be UL 489 Certified.

TABLE 1 – circuit breaker list

3.6 Circuit breaker reinstallation. After all testing is complete, reinstall circuit breakers using previously recorded wiring information to its original operating condition and Coast Guard TP 3266.

3.7 Operational test-post repairs. After completion of the work, the Contractor shall witness an operational test (by Coast Guard personnel) of all circuit breakers to prove satisfactory operating condition. Submit a CFR.

3.7.1 Operate each Circuit Breaker “ON” and “OFF” several times to exercise the circuit breaker and ensure that mechanical linkages are free.

3.7.2 Direction of Rotation Test – Perform a direction of rotation test on each new and disturbed three-phase motor circuit.

4. NOTES

SEQUENCE OF TESTING

NOTE: THE CONTRACTOR SHALL PLAN TESTING OF CIRCUIT BREAKERS TO MINIMIZE POWER OUTAGE OF THE CUTTER. THE CONTRACTOR SHALL USE SPARE AVAILABLE CIRCUIT BREAKERS FROM SWITCHBOARD TO POWER CRITICAL LOAD OF THE CUTTER.

SECURE ALL SHORE POWER AND GENERATORS.

REMOVE:

· ACB-902R – No. 1 SSDG, No. 2 SSDG, EG, and Emergency Bus Tie

· AQB-A600 – Bow Prop

· AQB-A400 – Shore Tie Bus A (Note: The Contractor shall remove and test only one Shore Tie Circuit Breaker at one time. After satisfactory testing of the first removed Shore Tie Circuit Breaker, the Contractor shall re-install tested Shore Tie Circuit Breaker to it’s original operating condition & The Contractor shall remove other Shore Tie Circuit Breaker for testing. The Contractor shall install blank cover plate at the removed Shore Tie Circuit Breaker to prevent accidental hazardous condition. During this testing of the Shore Tie Circuit Breaker, Ship’s shore capacity is cut to 400 Amps vice 800 Amp if this is not done.)

· AQB-A250 – All on 1E Switchboard and Panel 2-232-1

· AQB-A101LF – All on 1E Switchboard and Panel 2-232-1

REENERGIZE SHORE POWER THROUGH SHORE TIE BUS B (AND BUS A IF AVAILABLE).

· Perform shop work and testing on removed circuit breakers.

· Secure all shore power and generators.

· Reinstall all removed circuit breakers except:

· ACB-902R – No. 1 SSDG and No. 2 SSDG

· AQB-A250 – 1-234-3(ALT) AFFF & No. 3 Fire Pump

REMOVE:

· ACB-902R – Starboard Bus Tie and Port Bus Tie

· AQB-A400 – Shore Tie Bus B (Note: The Contractor shall remove and test only one Shore Tie Circuit Breaker at one time. After satisfactory testing of the first removed Shore Tie Circuit Breaker, the Contractor shall re-install tested Shore Tie Circuit Breaker to it’s original operating condition & The Contractor shall remove other Shore Tie Circuit Breaker for testing.