Specification-Accessible-KIMBALL DS FQ3 FY27-15Oct2026.docx

USCGC KIMBALL (WMSL 756)

SPECIFICATION FOR DOCKSIDE REPAIRS

FQ3 FY2027

Developed By: Joshua B Smith (REV-0, 15 October 2026)

TABLE OF CONTENTS

USCGC KIMBALL (WMSL-418) DOCKSIDE AVAILABILITY FY2027

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.

USCGC KIMBALL (WMSL-418) DOCKSIDE AVAILABILITY FY2027

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 418A-WMSL 100-001, Rev C, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev B, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-101-001, Rev C, Compartment & Access Drawing Coast Guard Drawing 418A-WMSL-180-003, Rev C, SS-1-69-2 Fan Fdn Modifications Coast Guard Drawing 418A-WMSL-512-003, Rev C, HVAC Modifications for Dry Provisions Stowage Mods Coast Guard Drawing 418A-WMSL-528-001, Rev B, Plumbing and Interior Deck Drain Diagram Coast Guard Drawing 418A-WMSL-530-001, Rev D, Potable Water System Diagram Coast Guard Drawing 418A-WMSL-540-001, Rev C, Fuel Oil Diagram Coast Guard Drawing 418A-WMSL-593-002, Rev B, Sewage System Diagram Coast Guard Drawing 418A-WMSL-593-006, Rev -, Reroute Sewage Piping ivo Dry Provisions Rm Coast Guard Drawing 418A-WMSL-672-002, Rev D, Dry Provisions Storeroom Modifications Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 418A-WMSL-801-002, Rev (-), Booklet of General Plans Coast Guard Drawing 418A-WMSL-801-012, Rev A, Booklet of General Plans NSC 7 Coast Guard Drawing 418A-WMSL-801-1, REV A, Booklet of general plans Coast Guard Drawing 750 WMSL 169-001, Rev F, Helo Hangar Door Installation (ASC169001) Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-100-021, Rev F, Unit 2100 Struct – Inner Bottom – Fr 35 to Fr 44 (ASC100210) Coast Guard Drawing 750-WMSL-100-023, Rev J, Unit 2120 Structure – 1st PLATF to 2nd Deck Fr 35 to Fr 44 (ASC100212) Coast Guard Drawing 750-WMSL-100-036, Rev P, Unit 3110 Structure 1st Platform and Below Fr 65-77 (ASC100311) Coast Guard Drawing 750-WMSL-100-042, Rev J, Unit 3230 Structure - 2nd Dk to Main Deck - Fr 76 to Fr 88 (ASC100323) Coast Guard Drawing 750-WMSL-100-043, Rev M, Unit 3240 – Main Deck To 01 Level – Fr 76 To Fr 82 (ASC100324) Coast Guard Drawing 750-WMSL-100-045, Rev K, 2nd Dk to Main Dk - Fr 82 to Aft (ASC100333) Coast Guard Drawing 750-WMSL-100-084, Rev A, Topside Configuration for NSC 6 and Follow (AS8100004) Coast Guard Drawing 750-WMSL-167-001, Rev K, Manhole List Installation and Fabrication Details Ship Wide (ASC167001) Coast Guard Drawing 750-WMSL-169-001, Rev E, HELO Hangar Door Installation (ASC169001) Coast Guard Drawing 750-WMSL-202-501, Rev E, MCMS Remote Terminal Units Fire Zone No. 2 Deck Plan Coast Guard Drawing 750-WMSL-243-006, Rev B, Shafting coupling guards, Fab and install Coast Guard Drawing 750-WMSL-243-007, Rev E, Propulsion Shafting System Arrangement Coast Guard Drawing 750-WMSL-244-500, Rev B, Propulsion Shaft Guards AMMR & Shaft Alley Coast Guard Drawing 750-WMSL-320-004, Rev D, Power Sys Dk Plan - 1st PLATF & Below, FWD of Fr 36 & Aft of Fr 70 Cable Routing (ASC320003) Coast Guard Drawing 750-WMSL-320-022, Rev F, Power Operated Valve Deck Plan Wiring Diagram Coast Guard Drawing 750-WMSL-436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009) Coast Guard Drawing 750-WMSL-436-013, Rev C, Fire Detection Sys Cable Running Sheets (ASC436010) Coast Guard Drawing 750-WMSL-436-014, Rev -, Fire Detection and Control System Schematic (ASC436028) Coast Guard Drawing 750-WMSL-501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc. Independent Tanks Design and Details and L/M (ASC501004) Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M Coast Guard Drawing 750-WMSL-512-059, Rev D, HVAC Equipment List (ASC512004) Coast Guard Drawing 750-WMSL-512-534, Rev D, HVAC Equipment List Coast Guard Drawing 750-WMSL-528-001, Rev -, Plmb & Int Dk Drains & Vent Sys Schematic (ASC528001) Coast Guard Drawing 750-WMSL-529-501, Rev B, Dewatering Ovbd Discharge Connections Coast Guard Drawing 750-WMSL-530-506, Rev A, Potable Water FWD Hose Conn Mod Coast Guard Drawing 750-WMSL-540-054, Rev B, Fuel Transfer Unit 4310 Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020) Coast Guard Drawing 750-WMSL-593-016, Rev -, Sewage System Unit 1240 (ASC593124-Ss) Coast Guard Drawing 750-WMSL-593-019, Rev C, Sewage System - Unit 1320 (ASC593132-Ss) Coast Guard Drawing 750-WMSL-593-021, Rev B, Sewage System Unit 1330 (ASC593133-Ss) Coast Guard Drawing 750-WMSL-593-023, Rev B, Sewage System Unit 1340 (ASC593134-Ss) Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 (ASC593212-Ss) Coast Guard Drawing 750-WMSL-593-029, Rev C, Sewage System Unit 2130 (ASC593213-Ss) Coast Guard Drawing 750-WMSL-593-031, Rev B, Sewage Systems Unit 2140 (ASC593214-Ss) Coast Guard Drawing 750-WMSL-593-035, Rev B, Sewage System-Unit 2220 (ASC593222-Ss) Coast Guard Drawing 750-WMSL-593-037, Rev B, Sewage System Unit 2230 (ASC593223-Ss) Coast Guard Drawing 750-WMSL-593-043, Rev B, Sewage System Unit 2320 (ASC593232-Ss) Coast Guard Drawing 750-WMSL-593-045, Rev B, Sewage System Unit 2330 (ASC593233-Ss) Coast Guard Drawing 750-WMSL-593-047, Rev C, Sewage System Unit 2340 (ASC593234-Ss) Coast Guard Drawing 750-WMSL-593-051, Rev B, Sewage System Unit 3120 (ASC593312-Ss) Coast Guard Drawing 750-WMSL-593-053, Rev B, Sewage System Unit 3130 (ASC593313-Ss) Coast Guard Drawing 750-WMSL-593-055, Rev B, Sewage System Unit 3140 (ASC593314-Ss) Coast Guard Drawing 750-WMSL-593-057, Rev A, Sewage System Unit 3220 (ASC593322-Ss) Coast Guard Drawing 750-WMSL-593-059, Rev B, Sewage System Unit 3230 (ASC593323-Ss) Coast Guard Drawing 750-WMSL-593-064, Rev A, Sewage System Unit 4110 (ASC593411-Ss) Coast Guard Drawing 750-WMSL-593-067, Rev B, Sewage System Unit 4210 (ASC593421-Ss) Coast Guard Drawing 750-WMSL-593-069, Rev B, Sewage System Unit 4220 (ASC593422-Ss) Coast Guard Drawing 750-WMSL-593-072, Rev A, Sewage System Unit 4310 (ASC593431-Ss) Coast Guard Drawing 750-WMSL-593-082, Rev B, Sewage System Unit 2240 (ASC593224-Ss) Coast Guard Drawing 750-WMSL-593-088, Rev B, Sewage System Unit 4420 (ASC593442-Ss) Coast Guard Drawing 750-WMSL-593-093, Rev B, Sewage System Unit 2140 (AS3593214-Ss) Coast Guard Drawing 750-WMSL-600-030, Rev K, Fab & Instl of Hull Outfit Design, Unit 3140 (ASC600314) Coast Guard Drawing 750-WMSL-600-500, Rev H, Installation of Cathodic Protection Coast Guard Drawing 750-WMSL-621-009, Rev D, Joiner Bulkhead Arr Mn Dk Fr 64 Aft (ASC621009) Coast Guard Drawing 750-WMSL-622-001, Rev B, Floor Plates Grating Coast Guard Drawing 750-WMSL-633-500, Rev H, Installation of Cathodic Protection Coast Guard Drawing 750-WMSL-635-001, Rev (-), Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire (ASC635002) Coast Guard Drawing 750-WMSL-635-502, Rev -, Insulation Arr & Details Thermal, Acoustic, & Fire (WMSL 754 & Follow) Coast Guard Drawing 750-WMSL-640-502, Rev -, Furniture Schedule (WMSL 754 & Follow) NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems NAVSEA Drawing 803-1401890, Rev G, Scuttle, WT, Raised, Quick Acting, 18 Dia 35 psi-Arrangement NAVSEA Drawing 803-1401891, Rev G, Scuttle, WT, Raised, Quick Acting, 21 Dia 30 & 18 psi-Arrangement NAVSEA Drawing 803-1623053, Rev -, Scuttle, WT, Raised, Quick Acting, 12 Dia 15 psi-Arrangement NAVSEA Drawing 803-1623058, Rev G, Scuttle, WT, Raised Quick Acting, 25 Dia 27 & 18 psi-Arrangement NAVSEA Drawing 803-5184182, Rev B, Insulation, Passive Fire Protection- Installation Details NAVSEA Drawing 804-4629248, Rev B, Doors, Joiner, Metal, Honeycomb Core NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation Details NAVSEA Drawing 805-1624089, Rev E, Hatch W.T. Raised, Individually Dogged, 36”x60”, with Scuttle-15 psi Arrangement Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-551-001, Rev A, Compressed Air Diagram Coast Guard Drawing 418A-WMSL-551-004, Rev B, Compressor Demister Rip-Out and Install Coast Guard Drawing 750-WMSL-100-021, Rev F, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44 (ASC100210) Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure – Inner Bottom – Fr 52 to Fr 64 (ASC1000230) Coast Guard Drawing 750-WMSL-167-001, Rev K, Manhole List Installation and Fabrication Details Ship Wide (ASC167001) Coast Guard Drawing 750-WMSL-551-014, Rev G, Compressed Air Piping & Joint Ident (P1 System) Unit 2120 Coast Guard Drawing 750-WMSL-551-022, Rev F, Compressed Air Piping & Joint Ident (P1 System) Unit 2320 Coast Guard Drawing 750-WMSL-635-001, Rev (-), Thermal & Acoustic Insulation Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire Coast Guard Drawing 750-WMSL-100-084, Rev -, Topside Configuration for NSC 6 & Follow Coast Guard Drawing 750-WMSL-100-083 Rev -, General Arrangements NSC5 & Follow Coast Guard Drawing 750-WMSL-100-051, Rev J, Unit 4310 Structure – 01 Level to 02 Level – Frame 44 to Frame 52 Coast Guard Drawing 750-WMSL-100-052, Rev J, Unit 4320 Structure – 02 Level and Above – Frame 48 to Frame 53 Coast Guard Drawing 750-WMSL-100-053, Rev J, Unit 4420 Structure – 01 Level and above – Frame 52 to Frame 67 Coast Guard Drawing 750 WMSL-100-530, Rev F, Modifications incidental to the installation of Allied Dual Pont Davit (HAMILTON, JAMES & MUNRO).

Coast Guard Drawing 750-WMSL-300-002, Rev C, Electrical Standard Details (ASC300003) Coast Guard Drawing 750-WMSL-320-042, Rev C, Electrical One Line Diagram (NSC 6 SRD) Coast Guard Drawing 750-WMSL-520-504, Rev D, Seawater Cooling Piping Mods IWO Dual Point Davit Installation Coast Guard Drawing 750-WMSL-583-002, Rev D, Small Boat Starboard Handling System Arrangement & Details Coast Guard Drawing 750-WMSL-583-518, Rev D, Hydraulic Piping Mods IWO Dual Point Davit Installation Coast Guard Drawing 750-WMSL-631-002, Rev M, Paint Schedule (ASC631002) Coast Guard Drawing 750-WMSL-634-001, Rev H, Deck Covering Schedule (ASC634001) NAVSEA Drawing 804-5959308, Rev -, Lifeline Systems Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 750 WMSL 169-001, Rev F, Helo Hangar Door Installation (ASC169001) Coast Guard Drawing 750-WMSL-100-084, Rev A, Topside Configuration for NSC 6 and Follow (AS8100004)

COASt GUARD PUBLICATIONS American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2024, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2024, 2024, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds American Welding Society (AWS) D1.1/D1.1M, 2025, Structural Welding Code – Steel Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual Coast Guard Technical Publication (TP) 7181A, SWBS 169, Jan 2022, Helo-Hangar Doors - operation & Maintenance Manual Coast Guard Technical Publication (TP) 7184, SWBS 593, 01 Jun 2025, Vacuum Sewage System – Operation, Maintenance & Parts List Coast Guard Technical Publication (TP) 9919, SWBS 436, Feb 2022, Fire and Smoke Detection System (For Hull 757) Coast Guard Techniques, Tactics, and Procedures 4-11.10B (CGTTP 4-11.10B), March 2024, Water Supply and Wastewater Disposal (WSWD) Tactics, Techniques, and Procedures (TTP) Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards for shipyard employment Commandant Instruction Manual M5100.47 (COMDTINST M5100.47), February 2022, Safety and Environmental Health Manual Fire Prevention and Response MIL-DTL-32585A w/ Amendment 1, 2023, Insulation, Thermal and Acoustic, Fibrous Glass MIL-PRF-32482A, 2020, Watertight Door, Quick-Acting, Interior MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Commandant Instruction Manual M10360.3 (COMDTINST M10360.3), (Series), Coatings and Colors Manual Coast Guard Technical Publication 7116A (TP 7116A), 01 June 2025, Air Compressor Model WP65L Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3401), 2022, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machinery Systems Coast Guard Technical Publication (TP) 7902, “Preliminary’ Dual Point Davit – Models DDP11000CTS

& SP2200 (S/N – 2313 & 2315)

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual BOAT DAVIT - MODELS DDP11000CTS & SP2200 (S/N: 2328-753, 2329-751, 2332-750) - TECHNICAL MANUAL

OTHER REFERENCES:

Surface Forces Logistics Center Standard Specification (SFLC STD SPEC) 0000, 2022, General Requirements Surface Forces Logistics Center Standard Specification (SFLC STD SPEC) 6310, 2022, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2022, General Requirements for Drawing Preparation Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, 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 6341 (SFLC Std Spec 6341), 2022, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary Services The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2024, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE), Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2024, Near-White Metal Blast Cleaning ASTM International F708 (ASTM F708), 2022, Standard Practice for Design and Installation of Rigid Pipe Hangers ASTM International F1138 (ASTM F1138), 2021, Standard Specification for Spray Shields for Mechanical Joints Air Capable Ship Aviation Facility Bulletin 1L (2009).

American National Standards Institute (ANSI/EASA) AR100-2020, Recommended Practice for the Repair of Rotating Electrical Apparatus American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2024, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2024, 2024, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds American Welding Society (AWS) D1.1/D1.1M, 2025, Structural Welding Code – Steel ASTM International (ASTM) D3359-23, 2023, Standard Test Methods for Measuring Adhesion by Tape Test ASTM Internationals (ASTM) G46-21, 2021, Standard Guide for Examination and Evaluation of Pitting Corrosion Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards for shipyard employment Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment Manual of Naval Preventive Medicine (NAVMED P-5010-6), July 2005, Chapter 6 Water Supply Afloat Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-DTL-32585A w/ Amendment 1, 2023, Insulation, Thermal and Acoustic, Fibrous Glass Military Specification MIL-DTL-15024, November 1997, General Specification for Plates, Tags, and Bands for Identification of Equipment MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure National Fire Protection Association (NFPA) 72, 2022 Edition, National Fire Alarm and Signaling Code NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2024, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning MIL-DTL-15024, Nov 1997, Plates, Tags and Bands for Identification of Equipment Allied Systems Drawing Number 68992, 2013, General Arrangement Allied Systems Drawing Number 70082, 2013, Installation Drawing International Standards Organization (ISO) 4406, 1996, Hydraulic Fluid Power – Fluids – Method for Coding the Level of Contamination by Solid Particles Society of Automotive Engineers (SAE) J1273, 2009, Recommended Practices for Hydraulic Hose Assemblies Society of Automotive Engineers (SAE) J1475, 2009, Hydraulic Hose Fittings for Marine Applications Society of Automotive Engineers (SAE) J1942/1, 2010, Qualified Hoses for Marine Applications Air Capable Ship Aviation Facility Bulletin 1L (2009) NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Power Tool Cleaning to Bare Metal

USCGC KIMBALL (WMSL-418) DOCKSIDE AVAILABILITY FY2027

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)

NSN:2030- 016306123

(Coast Guard Drawing 26B-CB-IV-801-001)

1 ea

NT, w/ Undercut NAVSEA Dwg 805-4629248 Rev B, Type D

*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 Service Center

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

418' WMSL

Physical

Machinery

Hull

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

Electrical

TANK CAPACITIES

00000_0226_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121) General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard 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 1910, 2017, 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

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.

3.3 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.

3.3.3.1.1 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 micro siemens/cm. For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 micro siemens/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.

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 Strenx 900 are considered the same as those for welding HY-130.

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 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, 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 H18690390036..

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 to 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 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 B, Requirements For Environmental Protection At USCG Facilities for HW disposal and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

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

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

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).

3.7 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.

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

Mean Reading (mils)

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.

4.2 Tank and Void Assessment form.

12300_MLA_0726_756

WORK ITEM 1: Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

Table 1 – List of Tanks

(gallons)

Fairing compound Kits

UT - 40

Fairing Compound – 1/2

UT - 40

Fairing Compound – 1/2

* For Bidding Purposes

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 418A-WMSL-801-002, Rev (-), Booklet of General Plans Coast Guard Drawing 750-WMSL-100-036, Rev P, Unit 3110 Structure 1st Platform and Below Frs 65-77 (ASC100311) Coast Guard Drawing 750-WMSL-167-001, Rev K, Manhole List Installation and Fabrication Details Ship Wide (ASC167001) 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), Latest Version, Requirements for Preservation of Ship Structures 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):

· 3.7 Inspection

3.1.2 Tech Rep.

Not applicable.

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). Known interferences include, but are not limited to the following:

· TLIs

· Piping Residual tank contents/fluids

3.1.5 Non-destructive examinations (NDE). The Contractor must provide NDE inspector per SFLC Std Spec 0740 Appendix C2.6 for all Ultrasonic Testing (UT).

note Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.2.1 Perform an initial operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed).

3.2.2 Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed).

3.3 Tank opening. The Contractor must remove the tank manhole cover(s) and ventilate the confined spaces in accordance with SFLC Std Spec 0000, Paragraphs 3.3.1.1 and 3.3.1.2. The Contractor must provide fall protection to cover tank manhole cover when opened for ventilation/work. The Contractor must matchmark the manhole cover lid(s) to the flange prior to removal for proper reinstallation.

WARNING

Do not use the Fuel Service or Transfer systems to drain the water from the tank. Excessive fuel contamination will result.

3.4 Tank content and waste disposal. The Contractor must dispose of residual tank contents listed in Table 1 and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Notify the COR (in writing) at least 48 hours prior to removal of wastes and fluids.