Specification Rev-0 dtd 10 DEC 25.pdf

USCG 45612 (RB-M 45)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2026

Developed By: Rico A Rivera

(Rev-0, 10 December 2025)

USCG 45612 (RB-M-45) DRYDOCK AVAILABILITY FY2026

ii (Draft-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: General Welding, Provide WORK ITEM 2: Ultrasonic Testing (UT) (100) Shots, Perform WORK ITEM 3: Hull Plating (U/W Body), Inspect WORK ITEM 4: Fendering System, Repair WORK ITEM 5: Main Diesel Engine(s) To MEPS Generator(s) And Jet Drive(s), Align WORK ITEM 6: Water Jet-Inspect, Perform Service WORK ITEM 7: Jet Drive Anodes, Renew WORK ITEM 8: Electrical Isolation, Perform, MEPS WORK ITEM 9: Diesel Fuel Tank, Defuel WORK ITEM 10: Diesel Tanks, Refuel WORK ITEM 11: Fender Faying Surfaces, Preserve, 100 percent WORK ITEM 12: Water Jet Drive, Preserve WORK ITEM 13: U/W Body, Preserve (100%) WORK ITEM 14: Marine Chemist Services, Provide WORK ITEM 15: Drydock WORK ITEM 16: Temporary Services, Provide WORK ITEM 17: Sea Trial Performance, Support, Provide WORK ITEM 18: Lazarette Bilge, Preserve iii (Draft-0)

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.

DATE REV# WORK

ITEM#

CHANGES MADE

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.

iv (Draft-0)

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 the 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 of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 084-002, Rev -, Docking Plan Coast Guard Drawing 45 RB-M 084-002, Rev –, Docking Plan Coast Guard Drawing 45 RB-M 110-001, Rev -, Hull Structure Coast Guard Drawing 45 RB-M 114-001, Rev -, Fendering Arrangement Coast Guard Drawing 45 RB-M 170-002, Rev B, Folding Mast Coast Guard Drawing 45 RB-M 185-001, Rev A, Auxiliary System Foundations Coast Guard Drawing 45 RBM 201-001, Rev B, Main Engine Arrangement Coast Guard Drawing 45 RBM 247-002, Rev -, Water Jet Propulsor Arrangement Coast Guard Drawing 45 RB-M 247-002, Rev -, Water Jet Propulsor Arrangement Coast Guard Drawing 45 RB-M 256-002, Rev -, Cooling System Propulsion Coast Guard Drawing 45 RB-M 261-001, Rev -, Fuel Supply System Schematic Coast Guard Drawing 45 RB-M 261-001, Rev -, Fuel Supply System Schematic Coast Guard Drawing 45 RB-M 261-002, Rev -, Fuel Supply System Coast Guard Drawing 45 RB-M 261-002, Rev -, Fuel Supply System Coast Guard Drawing 45 RB-M 261-004, Rev -, Fuel Supply System Tubes Coast Guard Drawing 45 RB-M 261-005, Rev -, Fuel Supply System - Pipe Assemblies Coast Guard Drawing 45 RB-M 261-005, Rev -, Fuel Supply System – Pipe Assemblies Coast Guard Drawing 45 RB-M 261-100, Rev -, Fuel Fill and Vent Schematic Coast Guard Drawing 45 RB-M 261-101, Rev -, Fuel Fill and Vent Arrangement Coast Guard Drawing 45 RB-M 261-101, Rev -, Fuel Fill and Vent Arrangement Coast Guard Drawing 45 RB-M 311-001, Rev -, APU System Block Schematic Coast Guard Drawing 45 RBM 311-004, Rev A, APU Generator Drive System Coast Guard Drawing 45 RB-M 320-001, Rev D, DC Power Distribution System Schematic Coast Guard Drawing 45 RB-M 631-001, Rev A, Painting Layout Coast Guard Drawing 45 RB-M 633-002, Rev -, Cathodic Protection Sacrificial Anode Coast Guard Drawing FL-85-002, Rev C, GFE Boat Hot Work Diagrams v (Draft-0)

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 5737, SWBS 247, Jun 2014, Water Jet – Model FF375S Fire Prevention and Response Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary

Services

OTHER REFERENCES

1), 2015, Solvent Cleaning 2), 2004, Mechanical Tool Cleaning 45 RB-M Water Jet Disassembly / Assembly Procedures ASTM International (ASTM) D4138, Rev A, 2007 (R 2017), Standard Practices for Measurement of Dry

Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2019, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure Rolls-Royce Kamewa Water Jet Assembly Drawing 376 000 49 The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2015, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 2 (SSPC-SP The Society for Protective Coatings (SSPC), 2015 (E 2017), Paint Application Specification No. 2 (PA-

2), Procedure for Determining Conformance to Dry Coating Thickness Requirements The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning vi (Draft-0)

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.

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

4 N Repair Kit, Fender NSN: 2090-01-589-9430 or

PN: RBM-SRK

1 ea. 255.00

5 Y * MDE/ TO GENERATOR

ALIGNMENT TOOL

PN: MMRBM0030 1 ea.

5 Y * MDE/ TO JET DRIVE

ALIGNMENT TOOL

PN: MMRBM0451 1 ea.

5 Y * ENGINE LIFTING BAR PN: MMRBM0956 1 ea.

6 N Stainless Steel Ball Joint NSN: 3040016152117 or PN:

59915K483 10 ea. 12.26

6 N Stainless Steel Threaded Rod

NSN: 5306016152224 or PN:

93250A140

1 ea. 10.67

6 N Bearing Bushing NSN: 3120014555212 or PN:

10106911

4 ea. 9.80

6 N Bearing Bushing NSN: 3120580006242 or PN:

36M05101

4 ea. 49.00

6 N **Socket Head Screw NSN: 5305016171580 or PN:

91210050

8 ea. 2.71

6 N **Bolt Kit NSN: 2815016171688 or PN:

93112085A

2 ea. 15.64

6 N **Key NSN: 5315016166360 or PN:

10100824

3 ea. 28.14

6 N Seal NSN: 5330580006238 or PN:

10118902

2 ea. 4.35

6 N Bushing NSN: 3120580006239 or PN:

10105511

2 ea. 48.19

6 N Bearing Bushing NSN: 3120014555272 or PN:

10105111

4 ea. 35.33

6 N **Bolt Kit NSN: 2815016171974 or PN:

93112080F

2 ea. 6.13

6 N **Bolt Kit NSN: 5340016167191 or PN:

93112065K

12 ea. 13.07

6 N Bearing Unit NSN: 3110016166342 or PN:

37506201

2 ea. 614.35

6 N Bushing NSN: 3120580006240 or PN:

10106011

4 ea. 47.21

6 N **Set Screw NSN: 5305016020672 or PN:

91608012

6 ea. 0.58

6 N **Bolt Kit NSN: 5305016173161 or PN:

93112090K

10 ea. 12.56

6 N O-ring NSN: 5331580006241 or PN:

10202606

6 ea. 14.56

6 N **Mechanical Sealing NSN: 4320580006403 or PN: 2 ea. 1052.97 vii (Draft-0)

10203870 6 N Bolt Kit NSN: 5306016164058 or PN:

93310030E 6 ea. 1.92

6 N O-ring NSN: 5331016020679 or PN:

10202631

2 ea. 4.39

6 N O-ring NSN: 5331016020680 or PN:

10202625

4 ea. 15.15

6 N Sealing NSN: 5365016233174 or PN:

41018801

2 ea. 8.87

6 N O-ring NSN: 5331016200368 or PN:

10202611

2 ea. 5.21

6 N Seal Lip NSN: 4730016204613 or PN:

10202590

4 ea. 39.47

6 N Sealing NSN: 5330016163186 or PN:

45002010

2 ea. 535.93

6 N **Lock Nut NSN: 5310016162982 or PN:

10202908

2 ea. 16.63

6 N Lock Washer NSN: 5310016232756 or PN:

10203008

2 ea. 2.34

6 N **Ring Nut NSN: 5310016164016 or PN:

10202912

2 ea. 32.60

6 N Seal NSN: 5330016243735 or PN:

10202540R

6 ea. 19.68

6 N **Screw NSN: 5305016162955 or PN:

93305025

8 ea. 0.28

6 N **Washer NSN: 5310016162966 or PN:

912505

8 ea. 0.06

6 N Gasket NSN: 5330016232867 or PN:

37527805

2 ea. 63.43

6 N Bushing NSN: 5365016202680 or PN:

10108416

8 ea. 15.91

6 N **Bolt Kit NSN: 5305016242899 or PN:

93110060A

4 ea. 12.91

6 N **Bolt Kit NSN: 5305016242922 or PN:

99110040G

14 ea. 6.60

6 N Bushing NSN: 3120014555268 or PN:

10106902

8 ea. 7.90

6 N Gasket NSN: 5330016163014 or PN:

10108901

2 ea. 5.65

6 N **Bolt Kit NSN: 5305016231019 or PN:

93110090A

4 ea. 5.05

6 N Lock Washer NSN: 5310016232699 or PN:

10203012

2 ea. 5.62

6 N O-ring NSN: 5331016242120 or PN:

10202603

2 ea. 3.89

6 N **Screw, Countersunk NSN: 5305016309734 or PN:

99106016

8 ea. 5.65

6 N Seal/Gasket NSN: 1040016337691 or PN:

45011611

2 ea. 57.64 viii (Draft-0)

6 N Woodruff Key NSN: 5315016172999 or PN:

10100823

2 ea. 19.09

6 N Washer, Sealing NSN: 5310016452084 or PN:

8755000050

24 ea. 0.06

6 N Screw, Connection NSN: 5305016476396 or PN:

91212045L

16 ea. 6.45

7 N Anode, Inspection Hatch (Port & Stbd)

NSN: 5342580003759 or PN:

10108231

2 ea. 46.63

7 N Transom Anode NSN: 5342016020658 or PN:

10108230

4 ea. 52.76

7 N Tunnel Anode NSN: 5342016020668 or PN:

10108220

4 ea. 26.88

7 N Impeller Housing/Bucket/Interceptor

Anode

NSN: 5342226078672 or PN:

10107701

10 ea. 24.94

7 N Guide Vane Chamber Anode

NSN: 5342016020669 or PN:

37517411

2 ea. 44.43

7 N Anode, Anode Hatch NSN: 5342251465439 or PN:

10108210

2 ea. 28.20

7 N Screw Connection NSN: 5305016022100 or PN:

93310025H

4 ea. 2.52

7 N Screw Connection NSN: 5305016275854 or PN:

93308025H

14 ea. 1.30

7 N Screw Connection NSN:5305016022105 or PN:

91206020E

8 ea. 0.49

7 N Screw Connection NSN: 5340016243271 or PN:

93308025E

8 ea. 1.00

7 N O-ring NSN: 5331016020670 or PN:

10202639

2 ea. 6.60

7 N Screw Connection NSN: 5305016240905 or PN:

93310016E

8 ea. 1.58

7 N Screw Connection NSN: 5306016309800 or PN:

93312030E

2 ea. 2.42

7 N Screw Connection NSN: 5305016204602 or PN:

91212025E

8 ea. 1.93

7 N O-ring NSN: 5331226078691 or PN:

10202626

2 ea. 9.26

7 N Tube Extension NSN: 4730016210708 or PN:

37610802

2 ea. 148.88

7 N Tube Clamp NSN: 4730016200951 or PN:

10217881

2 ea. 20.05

7 N Screw Connection NSN: 5305016022101 or PN:

93310030H

2 ea. 2.08

7 N Connecting Cable NSN: 6145016203663 or PN:

10234301

4 ea. 21.23

7 N Screw Connection NSN: 5305016176732 or PN:

93306016E

8 ea. 0.44

7 N Anode, Corrosion NSN: 5340015899440 or PN:

51125

2 ea. 32.56 ix (Draft-0)

7 N Anode, Corrosion NSN: 5340015899425 or PN:

89287

2 ea. 12.34

*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 x (Draft-0)

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, paragraph 3.2.6.5 (Inspection report particulars)):

Work Item Title

2 Ultrasonic Testing (UT) (100) Shots, Perform

5 Main Diesel Engine(s) To MEPS Generator(s) And Jet Drive(s), Align

6 Water Jet-Inspect, Perform Service

11 Fender Faying Surfaces, Preserve, 100 percent

12 Water Jet Drive, Preserve

13 U/W Body, Preserve (100%)

15 Drydock

18 Lazarette Bilge, Preserve xi (Draft-0)

PRINCIPAL CHARACTERISTICS

45' RB-M

PHYSICAL

Length overall 44 feet, 10.5 inches Unfixed height 20 feet 9 inches Beam, maximum 14 feet, 7.75 inches Full load draft 3 feet, 4 inches Full load displacement 36,500 pounds Max sustained speed 42.5 knots Range 250 nautical miles at 30 knots Mission limits 8 foot seas / 30 knot winds Survivability limits 12 foot seas / 50 knot winds

HULL

Hull manufacturer Marinette Marine Corp.

5086 (GRADE) Aluminum Hin- 2009

MACHINERY

Type 6, cylinder diesel engine Number of units 2, MTU's 60 series 825 hp Propulsion type 2, Rolls-royce water-jet

TANKS

1 (Draft-0)

00000_0824_FLT

REC_00000_FLT_Boats @ Commercial Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting boat repairs performed at a commercial contractor’s facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

2 (Draft-0)

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

3.2 Fire watch requirements. The Contractor must 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, and limited to two Coast Guard fire watch personnel.

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3 (Draft-0)

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 are considered the same as those for welding HY-130.

4 (Draft-0)

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 Contractor operated (non USCG) facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements

5 (Draft-0) and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.6.1 Coast Guard turn-over preparation. The Contractor must be aware that, upon arrival, after haul out, and prior to departing the Contractor’s facility, the Coast Guard crew must be allowed to accomplish various tasks in preparation for the turn-over of the boat to the Contractor. The following conditions apply to this paragraph:

3.6.1.1 The Coast Guard requires a maximum of three days at the beginning of the contract, and three days at the end to accomplish various tasks.

3.6.1.2 The Contractor may commence/continue work during these time frames.

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

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QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, 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 mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing 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 mfg.

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.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 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. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

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/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

7 (Draft-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # 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.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

9 (Draft-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT

QA RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):

Mean Reading (mils)

10 (Draft-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

ITEM #

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

11 (Draft-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR)

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

12 (Draft-0)

4.2 Tank and Void Assessment form.

13 (Draft-0)

14 (Draft-0)

07400_AKP_0225_BOAT_FLT

WORK ITEM 1: General Welding, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide general welding.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing FL-85-002, Rev C, GFE Boat Hot Work Diagrams

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

15 (Draft-0)

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Requirement. The Contractor shall provide general welding, including but not limited to, fabrication, brazing, inspection, plate renewal, crack repair, overlay, and associated processes on Coast Guard vessels and equipment in accordance with Coast Guard Drawing FL-85-002 and SFLC Std Spec 0740.

3.3 Bidding. The Contractor shall ensure for bidding purposes this specification will be broke down by the following:

• One linear foot of welding/brazing.

• Four square inches of clad/overlay welding.

• One hour of fabrication.

• One square foot of plate renewal.

TABLE 1 – PLATE TYPE

ALUMINUM PLATE

THICKNESS WEIGHT

PER SQFT

TYPE/ALLOY

1/4 (.250) 3.53 lb 5083 5/16 (.3125) 4.41 lb 5083 3/8 (.375) 5.29 lb 5083 1/2 (.500) 7.06 lb 5083

3.4 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

4. NOTES

This section is not applicable to this work item.

16 (Draft-0)

10000_AKP_0423_45RBM

WORK ITEM 2: Ultrasonic Testing (UT) (100) Shots, Perform

1. Scope

1.1 Intent. This work item describes the requirements for the Contractor to take 100 UT shots.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

• 3.3 Reporting

3.1.2 Tech Rep.

None.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

17 (Draft-0)

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 UT measurement. The Contractor must perform a total of 100 UT measurements in accordance with SFLC Std Spec 0000 and SFLC Std Spec 0740.

3.2.1 Standard measurements. The Contractor must take 70 standard thickness measurements for the designated locations numbered 1 thru 70 between the boot top and keel, (Refer to Figure 1 and Figure 2).

3.2.1.1 The Contractor must record each measured metal thickness in the Standard Underwater (U/W) Body Test Results Report, (Refer to Table 1 and Table 2).

3.2.1.2 The Contractor must calculate each percent loss.

3.2.1.3 The Contractor must record each percent loss in the Standard U/W Body Test Results Report.

3.2.2 Additional measurements. The Contractor must take 30 additional thickness measurements at locations designated by the Coast Guard inspector and numbered 1A through 30A between the boot top and keel, (Refer to Figure 1 and Figure 2).

3.2.2.1 The Contractor must record each measured metal thickness in the Additional U/W Body Test Results Report, (Refer to Table 3).

3.2.2.2 The Contractor must calculate each percent loss.

3.2.2.3 The Contractor must record each percent loss in the Additional U/W Body Test Results Report.

3.2.3 Minimum thickness. The Contractor must record the minimum thickness found for each designated hull section. (A, B, and C) in the Underwater Hull Body Minimum Thickness Test Results Report, (Refer to Table 4).

3.3 Reporting. The Contractor must submit a CIR to include a marked up drawing of Figure 1 and 2 and the completed tables.

4.1 Coast Guard Personnel. The Coast Guard inspector will witness all readings.

18 (Draft-0)

FIGURE 1. BOTTOM SHELL PLATING EXPANDED

19 (Draft-0)

FIGURE 2. STERN SECTION SHELL PLATING

TABLE 1 - STANDARD U/W BODY TEST RESULTS REPORT

DATE: ____________________________

*CALCULATING PERCENT LOSS = 100- (UT READING / DESIGN THICKNESS X 100)

20 (Draft-0)

TABLE 2 - STANDARD U/W BODY TEST RESULTS REPORT (STERN)

*CALCULATING PERCENT LOSS = 100- (UT READING / DESIGN THICKNESS X 100)

LOCATION

AREA

DESIGN

THICKNESS

MINIMUM

ALLOWABLE

THICKNESS

UT

READINGS

*PERCENT LOSS

STERN SECTION “C”

61 .250 .187 62 .250 .187 63 .250 .187

STERN SECTION “B”

64 .250 .187 65 .250 .187 66 .250 .187 67 .250 .187

STERN SECTION “A”

68 .250 .187 69 .250 .187 70 .250 .187

21 (Draft-0)

TABLE 3 - ADDITIONAL U/W BODY TEST RESULTS REPORT

*CALCULATING PERCENT LOSS = 100- (UT READING / DESIGN THICKNESS X 100)

LOCATION AREA DESIGN

THICKNESS

MINIMUM

ALLOWED

THICKNESS

UT READING *PERCENT LOSS

PORT SIDE AREAS “A, B, C”

1A .250 .187 2A .250 .187 3A .250 .187 4A .250 .187 5A .250 .187 6A .250 .187 7A .250 .187 8A .250 .187 9A .250 .187

10A .250 .187 11A .250 .187 12A .250 .187

STARBOARD SIDE AREAS “A, B, C”

13A .250 .187 14A .250 .187 15A .250 .187 16A .250 .187 17A .250 .187 19A .250 .187 20A .250 .187 21A .250 .187 22A .250 .187 23A .250 .187 24A .250 .187

STERN AREAS “A, B, C”

25A .250 .187 26A .250 .187 27A .250 .187 28A .250 .187 29A .250 .187 30A .250 .187

22 (Draft-0)

TABLE 4 - UNDERWATER HULL BODY MINIMUM THICKNESS TEST RESULTS REPORT

DATE: ______________________

LOCATIONS MIN. THICKNESS FOUND DESIGN

THICKNESS

MINIMUM

ALLOWED

THICKNESS

AT 25%

LOSS

MINIMUM

ALLOWED

THICKNESS

AT 50%

LOSS

(A) (B) (C)

Port Hull: Boot Top to Keel

.250 .187 .125

STBD Hull: Boot Top to Keel

.250 .187 .125

Stern Hull: Boot Top to Keel

.250 .187 .125

Comments:

23 (Draft-0)

11000_AKP_0423_45RBM

WORK ITEM 3: Hull Plating (U/W Body), Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect/survey the vessel’s Under Water (U/W) hull plating, including U/W appendages and coating system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 084-002, Rev -, Docking Plan Coast Guard Drawing 45 RB-M 110-001, Rev -, Hull Structure Coast Guard Drawing 45 RB-M 631-001, Rev A, Painting Layout

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

OTHER REFERENCES

ASTM International (ASTM) D4138, Rev A, 2007 (R 2017), Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

The Society for Protective Coatings (SSPC), 2015 (E 2017), Paint Application Specification No.

2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

24 (Draft-0)

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Inspection. The Contractor must accompany the Underwater Hull Inspection Board (UWHIB) in the performance of the below inspection tasks, as applicable, using Coast Guard Drawings 45 RB-M 084- 002, 45 RB-M 110-001, 45 RB-M 631-001, and SFLC Std Spec 0000 as guidance. The Contractor must provide the following, to facilitate the UWHIB in assessing the condition of the designated U/W hull components and systems:

• A hull repair supervisor and a marker.

• Temporary staging and other necessary equipment, as applicable, for ensuring safe access to all areas of the U/W hull.

NOTES

1. The COR will convene the UWHIB as soon as possible after the vessel has been dry-docked and before any work (except U/W hull cleaning/wash down) is performed on the U/W hull and appendages.

2. Some of the components and/or systems addressed in this work item may not be applicable to all vessel classes.

3.2.1 Hull plating.

3.2.1.1 The Contractor must inspect the condition of the hull plating (including thruster tunnel plating, as applicable), for the presence of marine growth, deformation, and any evidence of major corrosion or electrolytic action.

3.2.1.2 The Contractor must inspect the hull and keel areas, report on the condition of butt-welded seams, doubler plates, lap seams, and for any signs of damaged plating or unusual waviness in the plating.

3.2.2 Sea chests and all other cooling system intake components. The Contractor must inspect all sea chests, tunnels, hull openings, and grates for general appearance, loose, damaged, or missing grates, loose or missing fasteners, condition of sea strainers and lockwire on bolts, marine growth on grating slots, and any obstructions in the openings that might prevent proper suction and discharge of water.

3.2.3 Water jet drive. The Contractor must inspect the water jet drive assembly for signs of corrosion, pitting, erosion, fouling, cracks, dings, and nicks. Inspect all linkages for any missing fasteners, physical damage, pitting, or other conditions effecting usage.

3.2.4 Transducers. The Contractor must check general condition of the transducers for cuts, cracks, corrosion, and surface defects around the openings. Check transducer securing nuts for tightness and inspect cables for chafing and other damage.

3.2.6 Zinc anodes.

25 (Draft-0)

3.2.6.1 The Contractor must remove all marine growth and oxide coating from all hull, rudder, shaft strut, welds, water jet drives, and sea chest anodes, as applicable, using a light-wire brush.

3.2.6.2 The Contractor must visually inspect all zinc anodes; check the soundness of mounting strap and stud welds, missing fasteners, and percentage of remaining material.

3.2.7 Coating system inspections. The Contractor must accomplish the below inspections, in conjunction with the underwater hull inspection conducted by the Underwater Hull Inspection Board (UWHIB).

Document the condition found as “Partial - Condition A”, “Partial - Condition B”, “Partial Condition C”, or “100%”, as applicable (see 4.1 (Definitions)). Submit a CFR.

NOTE

The following inspections are for determining the existing condition of the coating system for the underwater body surfaces, which are deemed “Critical-coated” surfaces; they must be carried out by a SSPC-QP-1 certified contractor/sub-Contractor or a NACE Inspector – see SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.2.7.1 The Contractor must perform a visual inspection of the existing U/W body coating system.

4. NOTES

4.1 Definitions.

4.1.1 “Partial – Condition A”: The condition that exists where the substrate is exposed in up to 33% of the entire U/W body.

4.1.2 “Partial - Condition B”: The condition that exists where the anticorrosive (AC) undercoating system has incurred damage, but the u/w body hull substrate is not exposed in any location.

4.1.3 “Partial - Condition C”: The condition that exists where damage is confined to the antifoulant (AF) topcoat; the epoxy undercoating system is not exposed in any location.

4.1.4 “100%”: The condition that exists where more than 33% of the U/W body hull substrate is exposed.

4.2 UWHIB convention. The COR will convene the UWHIB as soon as possible after the vessel has been dry-docked and before any work (except U/W hull cleaning/wash down) is performed on the U/W hull and appendages.

26 (Draft-0)

11020_AKP_0423_45RBM

WORK ITEM 4: Fendering System, Repair

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to repair the fendering system as listed in Table 1 below.

TABLE 1- FENDER REPAIR LOCATION

QUANTITY TYPE OF DAMAGE LOCATION

20 Individual Repairs Puncture, tear, delamination, scrape, crack, dent At discretion of the COR

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Repair Kit, Fender NSN: 2090-01-589-9430 or

PN: RBM-SRK

1 ea. 255.00

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 114-001, Rev -, Fendering Arrangement

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

27 (Draft-0)

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must…