Attachment 2 - VIGILANT (WMEC 210A) DD FQ4 CNJ 21R0.doc

USCGC VIGILANT (WMEC 617)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2021

Developed By: Celestin Jules (Rev-0, 29 January 2021)

TABLE OF CONTENTS

iii

Revisions Record iv

Consolidated List of References x

Consolidated List of Government-furnished Property xii

Consolidated List of Critical Inspection Items xiii

Principal Characteristics

General Requirements

WORK ITEM 1: Hull Plating (U/W Body), Ultrasonic Testing

WORK ITEM 2: U/W Body, Preserve (100%)

WORK ITEM 3: Appendages (U/W), Preserve (Internal) and Leak Test

WORK ITEM 4: Propulsion Shaft Fairwaters And Rope Guards, Inspect

WORK ITEM 5: Voids (Non-Accessible), Preserve (Internal) and Leak Test

WORK ITEM 6: Propulsion Shafting, Strain Gage Alignment, Inspect

WORK ITEM 7: Propulsion Shafting; Remove, Inspect, and Reinstall

WORK ITEM 8: Propulsion Intermediate Shaft(s); Remove, Inspect, and Reinstall

WORK ITEM 9: Propulsion Shaft Coating, Renew

WORK ITEM 10: Propulsion Shafting, Straighten

WORK ITEM 11: Propulsion Shafting, Optical or Laser Alignment Check

WORK ITEM 12: Propulsion Shaft Seal (Mechanical And Inflatable) Assemblies, Inspect And Repair Or Renew

WORK ITEM 13: Propulsion Shaft Bearings (External), Renew

WORK ITEM 14: Propulsion Stern Tube Bearings, Renew

WORK ITEM 15: Stern Tube Interior Surfaces, Preserve 100%

WORK ITEM 16: Controllable Pitch Propeller (CPP) System, Inspect and Service

WORK ITEM 17: Controllable Pitch Propeller (CPP) Hubs, Remove, Inspect and Reinstall

WORK ITEM 18: Fathometer Transducer, General Maintenance

WORK ITEM 19: Sea Valves and Waster Pieces, Overhaul Or Renew

WORK ITEM 20: Sea Strainers - Duplex (All Sizes), Overhaul

WORK ITEM 21: Rudder Assembly; Remove, Inspect And Reinstall

WORK ITEM 22: Superstructure, Preserve “Partial”

WORK ITEM 23: Cathodic Protection, Zinc Anodes, Renew, WORK ITEM 24: Drydock

WORK ITEM 25: Temporary Services, Provide - Cutter

WORK ITEM 26: Doppler Speed Log, Replace

WORK ITEM 27: Propeller Shaft Sleeve(s), Renew

WORK ITEM 28: Controllable Pitch Propellers, Clean and Inspect

WORK ITEM 29: Deep Water Sounder, Remove

WORK ITEM 30: Armory Stiffener, Renew

WORK ITEM 31: Foundations, Renew

WORK ITEM 32: Marine Sanitation Device (MSD) Bilge, Preserve

WORK ITEM 33: Stringers and Hull Plating, Renew

WORK ITEM 34: Tanks (Potable Water), Preserve, Partial, WORK ITEM 35: Chain Locker, Preserve 100%

WORK ITEM 36: Fuel Storage Tank Hull Plating, Renew

WORK ITEM 37: Hull Plating Freeboard, Preserve – Partial

WORK ITEM 38: Sea Trial Performance, Support, Provide

WORK ITEM 39: Hull Plating (Side Scan), Ultrasonic Testing

WORK ITEM 40: Hull Plating, Renew

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 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 Bill of Materials 618 WMEC 11, Rev J, 3rd Dk, 2nd Dk, Main Dk 02 Dk & Bridge Dk Pltg & Supports Coast Guard Bill of Materials 618 WMEC 11, Rev J, 3rd Dk, 2nd Dk, Main Dk, 02 Dk & Bridge Dk Pltg & Supports Coast Guard Bill of Materials 618 WMEC 53, Rev N, Foundations of Engine Room Coast Guard Bill of Materials 618 WMEC 83, Rev F, A.C Machy & Sewage Disposal Room Equip Fdns Coast Guard Bill of Materials 618 WMEC 85, Rev D, Fdn for Refrig Compressor Condensing Unit & Misc Fdns in Aux Machy Space 3-156-0-E Coast Guard Drawing 618 WMEC 085-172, Rev G, Docking Plan Coast Guard Drawing 618 WMEC 085-172, Rev G, Docking Plan, (VIGILANT) Coast Guard Drawing 618 WMEC 085-172, Rev G, Docking Plan, (VIGILANT) Coast Guard Drawing 618 WMEC 085-181, Rev G, Booklet of General Plans Coast Guard Drawing 618 WMEC 085-192, Rev H, Docking Plan Coast Guard Drawing 618 WMEC 101-001, Rev 1, Structural Detail, Detail 1-21 Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & C.V.K Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & C.V.K.

Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & CVK Coast Guard Drawing 618 WMEC 116-001, Rev 1, Forepeak Framing, Chain Locker & Transv BHDS #12 & #15 ½ Coast Guard Drawing 618 WMEC 117-001, Rev G, Transverse Web Frames Fwd & Aft of Midships Coast Guard Drawing 618 WMEC 117-003, Rev -, Midship & Type Sections Coast Guard Drawing 618 WMEC 117-003, Rev -. Midship & Type Sections Coast Guard Drawing 618 WMEC 122-001, Rev J, Transverse Watertight Bulkhead Forward & Aft Coast Guard Drawing 618 WMEC 131-001, Rev M, 2nd & Main Deck Plating & Suports Coast Guard Drawing 618 WMEC 133-001, Rev C, Third Deck Plating & Support Coast Guard Drawing 618 WMEC 152-001, Rev N, Superstructure – Aircastle, 01 & 02 Deckhouse & Stack Coast Guard Drawing 618 WMEC 152-001, Rev N, Superstructure – Aircastle, 01 and 02 Deckhouse and Stack Coast Guard Drawing 618 WMEC 161-001, Rev B, Arrg’t & Details Stern Tube & Strut Coast Guard Drawing 618 WMEC 163-003, Rev D, Transducer Sea Chests Structural Arrangements Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations of Engine Room Coast Guard Drawing 618 WMEC 184-004, Rev D, Doppler Sea Log Valve Foundation Coast Guard Drawing 618 WMEC 184-007, Rev -, DS60 Doppler Sea Valve Foundation Coast Guard Drawing 618 WMEC 185-001, Rev K, A/C Mach & Sewage Disposal Room Details Coast Guard Drawing 618 WMEC 185-001, Rev K, A/C Mach & Sewage Disposal Room Details Coast Guard Drawing 618 WMEC 185-002, Rev F, Auxiliary Machinery Space Misc Foundations Coast Guard Drawing 618 WMEC 201-003, Rev C, Arrangement Auxiliary Machinery Room Coast Guard Drawing 618 WMEC 201-003, Rev C, Arrangement of Aux Machinery Room Coast Guard Drawing 618 WMEC 201-004, Rev F, Arrangement of Machinery Room Coast Guard Drawing 618 WMEC 243-001, Rev E, A&D John Crane Stern Tube System Coast Guard Drawing 618 WMEC 243-002, Rev H, Arrangement & Details of Piping & Hydraulics Coast Guard Drawing 618 WMEC 243-005, Rev C, Piping Mod – Water Lubricated Stern Tube Seal Coast Guard Drawing 618 WMEC 243-008, Rev B, Shafting Arrangement & Details Coast Guard Drawing 618 WMEC 243-008, Rev B, Shafting Arrangement & Details Coast Guard Drawing 618 WMEC 243-050, Rev-, Hub Oil Tank Coast Guard Drawing 618 WMEC 243-051, Rev-, John Crane Seal Coast Guard Drawing 618 WMEC 243-052, Rev -, Sectional Assembly Special No.750 ST Coupling Coast Guard Drawing 618 WMEC 244-001, Rev A, Shaft Alignment Coast Guard Drawing 618 WMEC 244-008, Rev B, Shafting Arrangement & Details Coast Guard Drawing 618 WMEC 245-050, Rev D, Propeller Blade Left Hand Rotation 63/4 Coast Guard Drawing 618 WMEC 245-051, Rev D, Propeller Blade Right Hand Rotation 63/4 Coast Guard Drawing 618 WMEC 245-052, Rev -, Propeller Hub Double Crank Coast Guard Drawing 618 WMEC 261-001, Rev G, Diagram – Fuel Oil Coast Guard Drawing 618 WMEC 261-002, Rev M, Arrangement – Fuel Oil Coast Guard Drawing 618 WMEC 320-001, Rev AZ, 440 & 115 Power One Line Wiring Diagram and Details Coast Guard Drawing 618 WMEC 320-003, Rev AV, Power Supplies to Electronic Equipment Coast Guard Drawing 618 WMEC 401-001, Rev AJ, I.C. & Gyro Room General Arrangement Coast Guard Drawing 618 WMEC 401-002, Rev BD, Arrangement of Electronics Equipment Radio Room & CIC Coast Guard Drawing 618 WMEC 401-004, Rev AY, Pilothouse Arrangement Coast Guard Drawing 618 WMEC 410-001, Rev M, Seawatch Block Diagram & Installation Details Coast Guard Drawing 618 WMEC 424-001, Rev AA, Underwater Navigation Sys Block Wiring Diagram Coast Guard Drawing 618 WMEC 424-002, Rev W, Underwater Navigation Sys Wiring Data Coast Guard Drawing 618 WMEC 424-005, Rev -, Doppler Speed Log System Replacement Ripout, Installation, Arrangement, Wiring, and Details Coast Guard Drawing 618 WMEC 424-007, Rev --, ODOM ECHOTRAC II Deep Water Depth Sounder System Removal Coast Guard Drawing 618 WMEC 426-001, Rev R, Gyro Compass Block Wiring Diagram CKT “LC” Coast Guard Drawing 618 WMEC 426-003, Rev D, MK27F Gyro Compass Installation Design Plan Coast Guard Drawing 618 WMEC 426-005, Rev -, SAFRAN Bluenaute Gyrocompass Block and Elementary Wiring Diagram Coast Guard Drawing 618 WMEC 451-009, Rev -, 1SG38-SINS2(V)43 Installation BWD and Details Coast Guard Drawing 618 WMEC 514-008, Rev D, Carrier 90RMC025-D-6-D005/MS1 A/C Plant Installation Coast Guard Drawing 618 WMEC 521-003, Rev H, Arrangement of Firemain, Sprinkling and Washdown System 2nd Dk. & Below Coast Guard Drawing 618 WMEC 521-003, Rev K, Arr of Firemain, Sprinkling & Washdown 2nd Dk. & Below Coast Guard Drawing 618 WMEC 529-001, Rev G, Diagram of Bilge System Coast Guard Drawing 618 WMEC 529-002, Rev E, Arrangement of Bilge System Outside MS Coast Guard Drawing 618 WMEC 533-001, Rev P, Diag. Hot & Cold Potable Water Coast Guard Drawing 618 WMEC 533-002, Rev N, Arr of Hot & Cold Potable Water Coast Guard Drawing 618 WMEC 533-006, Rev -. Aqua Chem Reverse Osmosis Desal Plant Install A&D Coast Guard Drawing 618 WMEC 535-002, Rev K, Arr.. Stm., Feed & Feed & Condensate System Piping Coast Guard Drawing 618 WMEC 535-002, Rev K, Arrangement of Stm., Feed & Condensate System Piping Coast Guard Drawing 618 WMEC 562-001, Rev F, Arrg’t & Details Rudder Stocks, Bearings, & Stuffing Box Coast Guard Drawing 618 WMEC 562-001, Rev H, Arrg’t & Details Rudder Stocks, Bearings, & Stuffing Box Coast Guard Drawing 618 WMEC 593-002, Rev F, Arrgt – MSD System Coast Guard Drawing 618 WMEC 601-001, Rev H, Outboard Profile Coast Guard Drawing 618 WMEC 601-003, Rev J, General Arrangement – Second and Third Decks Coast Guard Drawing 618 WMEC 601-003, Rev K, General Arrangement – Second and Third Decks Coast Guard Drawing 618 WMEC 602-001, Rev E, Vessel’s Name Number & Draft Marks Coast Guard Drawing 618 WMEC 633-001, Rev B, Major Maintenance Availability Hull Protectors Coast Guard Drawing 618 WMEC 672-002, Rev D, Storeroom 3rd Deck Coast Guard Drawing 618 WMEC 801-008, Rev -, Curves of Form Coast Guard Drawing 627 WMEC 562-003, Rev A, “A” & “B” Class Rudder Construction Coast Guard Drawing FL 6701-221, Rev R, SIRVSS & CVRS BWDs & Installation Details Coast Guard Drawing FL 6713-203, Rev A, CRP-V850 Transducer (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck NAVSEA Drawing 803-2145807, Rev C, Propulsion Shafting and Components NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 3231A, Oct 2019, Manufacturers Instruction Book - SWBS Group(s) 242-245 Coast Guard Technical Publication (TP) 3231A, SWBS 245, Section A, Sep 2014, Controllable Pitch Propeller Double Crank LIAAEN Coast Guard Technical Publication (TP) 3231A, SWBS 245, Section B, Oct 2019, Stern Tube Seal, MX9, US-71736 (S/A 210R-A-021) Coast Guard Technical Publication (TP) 3446, May 2013, Doppler Speed Log, Model SRD-500 Dual Axis Coast Guard Technical Publication E-424-027, 2012, SOUNDER, DEEP WATER - MODEL DF3200 Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2018, General Requirements for Drawing Preparation Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard Electrical Cable Removal, Relocation, Splice, Repair and Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2018, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2018, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary Hull Accesses

OTHER REFERENCES

Actisense Data Multiplexer NDC-4 Full User Manual American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2013, Recommended Practice for Personal Qualification and Certification in Nondestructive Testing American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and Welding End ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component Adhesives (AN) ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-Petrolatum Commercial Item Description (CID) A-A-59316, Nov 2016, Abrasive Materials for Blasting Commercial Item Descriptions (CID) A-A-59316, Nov 2016 Abrasive Materials for Blasting DS60 Doppler Speed Log Operator’s Manual Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement IME/72640-G1, FURUNO DS60 Doppler Speed Log Installation Manual International Standard Organization (ISO) 4406, 2017, Hydraulic Fluid Power – Fluids – Method for Coding the Level of Contamination by Solid Particles – Third Edition Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Oct 2017, Corrosion Preventive Compound, Solvent Cutback, Cold-Application MIL-A-18001, Dec 2015, Anodes, Sacrificial Zinc Alloy MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-PRF-16173E, Oct 2017, Corrosion Prevention Compound, Solvent Cutback, Cold-Application MIL-PRF-17672E, Oct 2012, Hydraulic Fluid, Petroleum, Inhibited MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main Propulsion Shafting MIL-STD-2199A (SH), Jan 2020, Covering for Waterborne Main Propulsion Shafting on U.S. Naval Surface Ships and Submarines ODOM Echotrac DF3200 MKII, Rev 2, Technical Manual Raytheon V850 Color Echosounder, 2nd Edition, Mar 1993, Operation Manual Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2014 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric 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 1), 2016, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Metal Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2017, Water Jet Cleaning of Metals - Very Thorough Cleaning 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.

($/Unit)

*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, paragraph 3.2.6.5 (Inspection report particulars)):

Principal Characteristics 210' WMEC (A-Class)

Physical

Draft, full load to baseline amidships *Baseline is 9” below keel amidships 12' 0"

Highest projection above baseline *VHF-FM ADF antenna 90' 0"

Machinery

5,000 BHP total

250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle

180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle

7 shots of chain each

Tank Capacities

00000_0220_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212) General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel 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), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Other References None

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 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, and limited to four 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 shall 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. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

3.5 Environmental protection requirements. The Contractor shall 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 shall 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 shall 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 shall 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 shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

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

3.5.3 Regulatory notifications. The Contractor shall be 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 shall 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 shall 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 shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall 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 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 shall 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. None.

3.7 SFLC Standard Specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2018 Edition Standard Specifications and supersede published content:

None.

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.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

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.

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

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:

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

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 Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.

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

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

11010_UT_0320_FLT

REC_11010_UT_FLT_210’ WMEC ‘A’ Class (CONFIDENCE) (0419) WORK ITEM 1: Hull Plating (U/W Body), Ultrasonic Testing

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to conduct ultrasonic testing (UT) of U/W hull plating.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 618 WMEC 085-192, Rev H, Docking Plan Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & C.V.K.

Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Other References None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

3.2 UT measurements. The Contractor shall perform a total of 500 UT measurements of U/W hull surfaces as designated by the Coast Guard Inspector, using Coast Guard Drawings 618 WMEC 085-192 and 618 WMEC 111-001 for guidance, in accordance with SFLC Std Spec 0740, Appendix C. Mark up a copy of Coast Guard Drawing 618 WMEC 111-001 to show all locations selected for measurement and record all measurements in Table 2 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit a CIR, to also include the marked up drawing and completed Table 1.

4. NOTES

4.1 UT Table. Table 1 provided below is for the recording of all UT measurements.

Table 1 - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

63130_0420_FLT

REC_63130_100Percent_FLT_210' WMEC (“A” Class) (0718) WORK ITEM 2: U/W Body, Preserve (100%)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve U/W body surfaces.

NOTES

1. The purpose of the preservation tasks covered by this item is to completely remove all existing coatings and recoat the U/W body surfaces with a new coating system.

2. U/W body surfaces are as defined in 4.1 (Definitions) and exclude areas covered by docking blocks, unless the vessel is fleeted for the express purpose of preserving blocked areas.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 618 WMEC 601-001, Rev H, Outboard Profile Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Other References The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent Cleaning

3. REQUIREMENTS

3.1 General.

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

· 3.2.3 Post-surface preparation cleaning and inspection.

3.1.2 Tech Rep. The Contractor shall refer to SFLC Std Spec 0000, paragraphs 3.2.4.2.1 (Painting contractor certification program requirement) and 3.2.4.2.2 (Coating Tech Rep), for applicable requirements.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness. Specific areas/equipment/components to be protected include, but are not limited to:

3.1.3.1 Apply protective measures as specified in SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection) to the following components, spaces and equipment:

· All scuppers and overboard discharges.

· Waterline area where U/W body coating system interfaces with freeboard coating system (unless freeboard surfaces are also being preserved).

· Fathometer transducer surfaces.

· Sea valve openings.

· Propeller shaft bearings and seals.

· Rudder bearings.

· Propellers.

· Zinc anodes (unless anodes are being renewed).

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

· Sea chest grating.

· Adjacent spaces and tanks.

NOTE

The hull fairings are not to be removed simply as an interference for 100% near white blasting unless found to be failing.

3.1.5 Initial inspection. Prior to removing the existing coating system, the Contractor shall inspect and verify whether all draft marks have permanent markings (weld beads or impressions), showing their location on the hull. Submit a CFR.

3.1.5.1 Fairing inspection. Prior to preservation preparation, inspect hull fairing condition. Submit a CFR.

3.1.6 Water used in preparation and washing procedures. The Contractor shall ensure that water used in all surface preparation tasks, including pre-surface preparation wash and water jetting, is of sufficient purity and quality that it does not prevent the surface being cleaned from achieving the required degree of surface cleanliness or non-visible contamination criteria.

3.1.6.1 Ensure that surface preparation water does not contain sediments or other impurities that are destructive to the proper functioning of the cleaning equipment.

3.1.6.2 Ensure that all water used in any surface preparation or cleaning procedures is captured, contained, and all spent water disposed of in accordance with all Federal, state and local regulations.

3.1.7 Surface preparation optional methods. The Contractor has the option of using either high/ultrahigh pressure water jetting or abrasive blasting to achieve the required surface preparation, prior to application of the coating system specified in 3.2 (Preservation requirements). The Contractor may add abrasives to the water jet stream, for one or both of the following reasons:

· Achieving greater productivity.

· Achieving the required surface profile.

NOTES

1. Existing coating system on the U/W body surfaces may have a nominal thickness in excess of that which was originally installed, because of “patch-coats” applied during past drydock availabilities.

2. Water jetting without abrasive addition does not provide any additional anchor profile to the surface, beyond what was present after the previous surface preparation.

3.2 Preservation requirements. The Contractor shall accomplish the following tasks:

3.2.1 Pre-surface preparation wash. Accomplish low-pressure (less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface contaminants. Refer to SSPC-SP 1, for guidance.

3.2.2 Surface preparation and coating application. The Contractor shall accomplish the following tasks:

3.2.2.1 Prepare and coat the U/W hull surfaces with the system specified for “Underwater (U/W) Body and Boot-Top (U/W Body and Boot-Top, Steel Hulls (Up to 7 Years), in Salt Water”, in SFLC STD SPEC 6310, Appendix A (Cutter and Boat Exterior Painting Systems). Ensure that the anticorrosive (AC) is tacky prior to applying the first antifouling (AF) top-coat.

3.2.2.2 Ensure that the first AF coat is applied over the AC undercoating, while it is still tacky.

3.2.3 Post-surface preparation cleaning and inspection. After completion of surface preparation and prior to coating application, accomplish the following tasks and submit a CIR.

3.2.3.1 Perform a visual inspection of the prepared U/W body steel substrate.

3.2.3.2 Perform solvent cleaning of all prepared surfaces, in accordance with SSPC-SP 1. Capture, contain, and dispose of all wastes from solvent cleaning, in accordance with all Federal, state and local regulations.

NOTE

Lists of all authorized coating materials and suppliers are listed in SFLC Std Spec 6310, Appendix C (Cutter and Boat Authorized Coatings).

3.2.3.2 Ensure the alternating color coats shall be as follows: Red/Grey/Black/Red/Black. The first two coats are anti-corrosive and the final three coats are anti-foulant in accordance with SFLC Std Spec 6310. The first four coats are applied to both U/W body and boot-top. The final black AF coat is for boot-top only.

3.3 Draft mark painting. The Contractor shall paint all draft marks with two coats of a “Polysiloxane” or “Silicone Alkyd Enamel” coating, at 2.0-3.0 mils DFT, white (17925).

3.4 In-process quality control. The Contractor shall 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). Surfaces being preserved are considered “critical-coated surfaces”.

3.5 AF system protective measures. In the event of prolonged atmospheric exposure. If the vessel will not be refloated within the immersion time as recommended by the coating system manufacturer, the Contractor shall employ suitable measures - including but not limited to keeping the coating system wet and away from direct sun light, to avoid film damage that may reduce or impact the final performance of the AF coating system when placed into service.

4. NOTES

4.1 Definitions.

4.1.1 U/W Body. The underwater body is defined as the areas from the bottom of the keel to the upper edge of the boot-topping, as shown on Coast Guard Drawing 618 WMEC 601-001, including rudders, transducer hull rings, sea chests (including the sea chest inlet up to the final connection with the flange face at the sea chest isolation valve(s)), bilge keels, struts, skegs, gratings, rope guards, and all other appendages.

11400_1020_210_270_295 REC_11400_UWAppndgs_210A WMEC (617 CGC VIGILANT) (0420) WORK ITEM 3: Appendages (U/W), Preserve (Internal) and Leak Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform leak test and preserve internal surfaces of the designated U/W appendages.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 618 WMEC 085-172, Rev G, Docking Plan, (VIGILANT) Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & C.V.K.

Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Other References ASTM International (ASTM)…