Attachment 2 - ANVIL DD (WLIC 75A) SPEC 141026.pdf

USCGC ANVIL (WLIC 75301)

USCG 68A BARGE (68013)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2027

Developed By: Adryan R Herron

(Rev - 0 , 07 July 2026)

USCGC ANVIL (WLIC-75A) DRYDOCK AVAILABILITY FY2027

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ............................................................................... xii Consolidated List of Critical Inspection Items ........................................................................................... xiv Principal Characteristics - Tender ............................................................................................................... xv Principal Characteristics - Barge ................................................................................................................ xvi General Requirements WORK ITEM 1: Fire Prevention Requirements «TYPE» WORK ITEM 2: Hull Plating, U/W Body, Inspect - Tender WORK ITEM 3: Hull Plating, U/W Body, Ultrasonic Testing - Tender WORK ITEM 4: Hull and Structural Plating, Steel Plate, Renew WORK ITEM 5: U/W Body, Preserve, 100 percent - Tender WORK ITEM 6: U/W Body, Preserve, Partial, Condition A WORK ITEM 7: U/W Body, Preserve, Partial, Condition B - Tender WORK ITEM 8: U/W Body, Preserve, Partial, Condition C - Tender WORK ITEM 9: Superstructure, Preserve, 100 Percent - Tender WORK ITEM 10: Superstructure, Preserve, Partial - Tender WORK ITEM 11: Hull Plating Freeboard, Preserve, 100 Percent - Tender WORK ITEM 12: Hull Plating Freeboard, Preserve, Partial - Tender WORK ITEM 13: Propulsion Shaft Rope Guards, Inspect WORK ITEM 14: Voids, Non-Accessible, Leak Test - Tender WORK ITEM 15: Voids, Non-Accessible, Internal Surfaces, Preserve WORK ITEM 16: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 17: Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew WORK ITEM 18: Propulsion Shaft Bearings, External, Check Clearances WORK ITEM 19: Propulsion Shaft Bearings, External, Renew WORK ITEM 20: Stern Tubes, Replace WORK ITEM 21: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 22: Propeller s, Remove, Inspect, and Reinstall WORK ITEM 23: Keel Coolers, Clean, Inspect and Hydro WORK ITEM 24: Fathometer Transducer, General Maintenance WORK ITEM 25: Sea Valves and Waster Pieces, Overhaul Or Renew WORK ITEM 26: Sea Strainers, All Sizes, Renew WORK ITEM 27: Rudder Assembly, Remove, Inspect And Reinstall WORK ITEM 28: Rudders, Preserve, 100 Percent WORK ITEM 29: Rudder Stock Bearings Clearances, Check WORK ITEM 30: Cathodic Protection, Zinc Anodes, Renew, - Tender WORK ITEM 31: Drydock - Tender WORK ITEM 32: Temporary Services, Provide - Tender WORK ITEM 33: Hull Plating, U/W Body, Ultrasonic Testing - Barge WORK ITEM 34: U/W Body, Preserve, 100 percent - Barge WORK ITEM 35: U/W Body, Preserve, Partial, Condition A - Barge WORK ITEM 36: U/W Body, Preserve, Partial, Condition B - Barge WORK ITEM 37: Hull Plating Freeboard, Preserve, Partial - Barge WORK ITEM 38: Hull Plating Freeboard, Preserve, 100 Percent - Barge WORK ITEM 39: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 40: Appendages, U/W, Leak Test - Barge WORK ITEM 41: Appendages, U/W, Internal, Preserve - Barge iii (Rev-0)

WORK ITEM 42: Voids, Non-Accessible, Leak Test - Barge WORK ITEM 43: Voids, Non-Accessible, Internal Surfaces, Preserve - Barge WORK ITEM 44: Spud Wells, Inspect - Barge WORK ITEM 45: Spud Wells, Preserve - Barge WORK ITEM 46: Buoy and Cargo Handling Crane, Shrink Wrap WORK ITEM 47: Fathometer Transducer, General Maintenance - Barge WORK ITEM 48: Superstructure, Preserve, Partial - Barge WORK ITEM 49: Watertight Doors and Scuttles, External, Renew WORK ITEM 50: Drydock - Barge WORK ITEM 51: Temporary Services, Provide - Barge WORK ITEM 52: Non-Machinery Space(s), Preserve Bilges – Partial WORK ITEM 53: Wheelhouse Deck, Repair WORK ITEM 54: Closed Chock Renew WORK ITEM 55: Ship’s Office Deck Plating, Repair WORK ITEM 56: Port Handrail and Bulwark, Renew WORK ITEM 57: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 58: Ceiling, Replace WORK ITEM 59: Officer's Shower Pan Renew WORK ITEM 60: Engine Room Ventilation Flange, Renew WORK ITEM 61: Gooseneck Ventilation, Renew WORK ITEM 62: Lead-Based Paint and Asbestos-Containing Material, Perform Partial Abatement WORK ITEM 63: Independent NACE Inspector (Level 3), Provide WORK ITEM 64: Tenting, Provide WORK ITEM 65: Sea Trial Performance, Support, Provide WORK ITEM 66: Decks - Exterior, Preserve, Non-Skid Broadcast Grit System WORK ITEM 67: Trim Tank Vent, Replace WORK ITEM 68: Cradle Support Tabs, Crop and Renew WORK ITEM 69: External Deck Drains, Renew WORK ITEM 70: Bilge Piping, Renewal iv (Rev-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.

v (Rev-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

75 WAGL 2200--008, Rev C, Steering System Arrangement For Jastram S2-16-2-35

75 WAGL 2200--009, Rev B, Flanking Steering System Arrangement For Jastram S2-16-2-35

75 WAGL 2200-010, -Rev D, Main Rudder Stock And Fittings For Jastram S2-16-2-35 Steering System

75 WAGL 2200-011, Rev D, Flanking Rudder Stock And Fittings For Jastram S2-16-2-35 Steering

System

75 WAGL 2200--012, Rev D, Rudder Post Installation For Jastram S2-16-2-35 Steering System

APM: Ensure all references are latest version in CG-LIMS. If editing a WI's References, change the same ref. in the Spec's Consolidated List of References and contact the SES section chief to change the source WI. Ensure any MS Word “Comments” and Tracked Changes are removed before uploading the Spec package or delivering to CPD.

Coast Guard Bill of Materials 627 WMEC 327, Rev G, Watertight Doors, Hatches & Scuttles

Coast Guard Drawing _________________

Coast Guard Drawing 47B-MLB 243-010, Rev V, Propulsion Shafting Bearings and Seals

Coast Guard Drawing 47B-MLB 631-020, Rev K, Paint Schedule

Coast Guard Drawing 627 WMEC 167-001, Rev L, Schedule of Steel Doors, Hatches, Scuttles &

Manholes

Coast Guard Drawing 68 CGB 0700-003, Rev-, 68FT Steel Barge Docking Block Arrangement (“A” and

“B” Class)

Coast Guard Drawing 68 CGB 0700-003, Rev. -, 68FT Steel Barge Docking Block Arrangement (“A” and “B” Class)

Coast Guard Drawing 68 CGB 2602-001, Rev A, 68 CG Barge & Stern Log Spud Well Details

Coast Guard Drawing 68B CGB 0103-8, Rev -, General Arrangement Plan and Outboard Profile

Coast Guard Drawing 68B CGB 2901-004, Rev -, Curves of Form

Coast Guard Drawing 68B CGB 2901-004, Rev-, Curves of Form

Coast Guard Drawing 68B-CGB 1103-1, Rev C, Lines, Plating & Deck & Bottom Framing Plans

Coast Guard Drawing 68-CGB 1101-1, Rev -, Structural Sections & Details

Coast Guard Drawing 68-CGB 1112-2, Rev -, Transducer Wet Wall & Blister Installation

Coast Guard Drawing 75 WAGL 0103-4, Rev A, Booklet of General Plans

Coast Guard Drawing 75 WAGL 0500-001, Rev -, Lines and Offsets vi (Rev-0)

Coast Guard Drawing 75 WAGL 0700-003, Rev -, 75FT “A” Class Towboat Docking Block

Arrangement

Coast Guard Drawing 75 WAGL 0700-004, Rev A, Docking Plan

Coast Guard Drawing 75 WAGL 103-7, Rev -, Outboard Profile and Inboard Profile

Coast Guard Drawing 75 WAGL 1101-001, Rev -, Shell Expansion and Bulwark Details

Coast Guard Drawing 75 WAGL 1101-001, Rev-, Shell Expansion and Bulwark Details

Coast Guard Drawing 75 WAGL 1101-005, Rev -, New Grid Cooler Pocket P/S to Suit 80MDDCD

SSDG

Coast Guard Drawing 75 WAGL 1906-002, Rev -, Grip Cooler - Cathodic Protection

Coast Guard Drawing 75 WAGL 2901-004, Rev +, Curves of Form

Coast Guard Drawing 75 WAGL 4103-004, Rev B, Jacket Water Mods to Suit 80MDDCD SSDG

Coast Guard Drawing 75 WAGL 4103-007, Rev B, Jacket Water Mods to Suit IF1312 MDE

Coast Guard Drawing 75 WAGL 700-003, Rev-, 75FT “A” Class Towboat Docking Block Arrangement

Coast Guard Drawing 75B WAGL 4301-005, Rev D, Shafting Installation to Suit IF 1312 MDE (VISE &

MALLET)

Coast Guard Drawing 75B WAGL 4301-006, Rev C, Shafting Installation to Suit IF 1312 MDE

(SLEDGE)

Coast Guard Drawing 75B-WAGL 3601-2, Rev 2, Officers Shower Dets

Coast Guard Drawing 75D WAGL 4301-003, Rev E, Shafting Installation to Suit IF 1312 MDE

Coast Guard Drawing 75-WAGL 4301-4, Rev -, Shafting Arrgt & Details to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL 4301-4, Rev D, Shafting Arrgt & Details to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL 4301-4, Rev E, Shafting Arrgt & Details to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL 4301-5, Rev N, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL 103-008, Rev 1, Booklet of General Plans

Coast Guard Drawing 75-WAGL 103-06, Rev C, Booklet Of Gen Plans (75301-75302)

Coast Guard Drawing 75-WAGL 103-08, Rev -, Booklet of General Plans

Coast Guard Drawing 75-WAGL 103-08, Rev -, Booklet of General Plans

Coast Guard Drawing 75-WAGL 1101-01, Rev -, Shell Expansion & Bulwark Dets

Coast Guard Drawing 75-WAGL 1101-02, Rev A, Hull Structure & Mn Dk Plating

Coast Guard Drawing 75-WAGL 1107-01, Rev -, Main Deckhouse & Upper Deck Plating

Coast Guard Drawing 75-WAGL 1107-02, Rev -, Upper Deckhouse, Wheelhouse & Stack

Coast Guard Drawing 75-WAGL 1901-01, Rev -, Paint Insul Sheath & Deck Cover Schedule

Coast Guard Drawing 75-WAGL 1901-01, Rev -, Paint Insul Sheath & Dk Cvr Sched

Coast Guard Drawing 75-WAGL 4301-5, Rev N, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL 4808-1, Rev -, Drains & Scuppers

Coast Guard Drawing 75-WAGL-103-008, Rev B, Booklet of Gen Plans

Coast Guard Drawing 75-WAGL-1101-1, Rev -, Shell Expansion & Bulwark Details

Coast Guard Drawing 75-WAGL-1202-1, Rev -, Life Lines

Coast Guard Drawing 75-WLIC-635-1, Rev C, Hull Insulation Schedule & Installation Details

Coast Guard Drawing 75-WLIC-637-1, Rev A, Hull Sheathing Installation and Details vii (Rev-0)

Coast Guard Drawing FL 6713-203, Rev -, 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 167-7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight

& Airtight Quick Acting or Individually Dogged Personnel Doors

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

Coast Guard Drawing 75-WAGL 4301-013 Rev- , Shaft Struts & Hull Penetrations

Coast Guard Drawing 75-WAGL_101_5 Firemain and Bilge Piping Diagram (75301)

Coast Guard Drawing 75-WLIC_593_3 Diagram Sewage Treatment & Discharge System

Coast Guard Drawing 75B-WAGL_101_6 Main and Auxiliary Engine Cooling Diagram

Guard Drawing 75-WAGL 2200-10, Rev D, Main Rudder Stock and Fittings for Jastram S2-16-2-35

Steering System

Coast Guard Drawing 75-WAGL 2200-11, Rev D, Flanking Rudder Stock and Fittings for Jastram S2-

16-2-35 Steering System

Coast Guard Drawing 75-WAGL 2200-12, Rev D, Rudder Post Installation for Jastram S2-16-2-35

Steering System

Coast Guard Drawing 68B CGB 0103-8, Rev 1, General Arrangement Plan and Outboard Profile

Coast Guard Drawing 75-WAGL-1103-1, Rev C, Boat Davit & Cradle for 16 ft AB-SKF – Arrangement and Details

Coast Guard Drawing 75-WAGL-4809-1, Rev -, Vents Sounding Tubes

Coast Guard Drawing 75-WLIC-528-002, Rev A, Plumbing and Deck Drains

Coast Guard Drawing 75-WAGL 101-005, Rev -, Firemain and Bilge Piping Diagram

COAST GUARD PUBLICATIONS

«REF_A»

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

Manual

Coast Guard Technical publication (TP) 3355, SWBS 086, Apr 2003, General Information Book, CH 6, Section III

Coast Guard Technical Publication (TP) 3494, 09-DEC-03, Shaft Seal - Type Fse

Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock

Seal Type EL

Coast Guard Technical Publication (TP) 4934, SWBS 074, Sep 2014, Small Boat Diagrams for Hotwork

Coast Guard Technical Publication (TP) 5491, SWBS 256, Apr 2013, Keel Grid Cooler (Duramax)

Fire Prevention and Response

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

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 viii (Rev-0)

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

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

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 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 5000 (SFLC Std Spec 5000), 2022, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

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 6341 (SFLC Std Spec 6341), 2020, Install New

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2020, Drydocking

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

OTHER REFERENCES

«OTHER_REF»

«OTHERREF»

American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2020, 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

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

APM: If work is being done in DD, no cofferdam is needed; delete cofferdam protective measures paragraph 3.1.3 and above NAVSEA ref. Above NAVSEA ref is accessible on-line

ASTM International (ASTM) D1330, 2022, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D1709, 2008, Standard Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method ix (Rev-0)

ASTM International (ASTM) D1922, 2008, Standard Test Method for Propagation Tear Resistance of

Plastic Film and Thin Sheeting by the Pendulum Method

ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component

Adhesives (AN)

ASTM International (ASTM) D882, 2009, Standard Test Method for Tensile Properties of Thin Plastic

Sheeting

ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates

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

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, 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

COMDTINST M10360.3C, Coatings and Color Manual

Commercial Item Description (CID) A-A-52624, Nov 2008, Antifreeze, Multi Engine Type, Ethylene

Glycol (For Caterpillar equipment applications, use CAT Extended Life Pre-Mix coolant.)

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-

Petrolatum

Commercial Item Description (CID) A-A-59316, 2016, Abrasive Materials; for Blasting

Cummins Service Manual B3.9, B4.5, B5.0 RGT and B5.9 series Engines.

GM Diesel Maintenance and overhaul manual for 71 In-Line Engines Three, Four, and Six cylinder Single and multiple engine units.

International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive

John Deere Component Technical Manual 4.5L and 6.8L Diesel Engines –Base engines CTM104

15FEB18

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, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)

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-A-46106, December 1989, Adhesive-Sealants, Silicone, RTV, One-Component

Military Specification MIL-A-22262B, March 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application

MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull x (Rev-0)

MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-

PRO-160, Nov 2011, Chapter 16, Cofferdams

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details

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

Fabrication, Welding, and Inspection of Submarine Structure

Perkins Diesel Maintenance and overhaul manual 1100 Series 1106C-E60TA 129.5kW/174.5 bake horse power (PHP)

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2020 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

SPIWG: Recommend MIL Pref be replaced with 6310 reference.

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, 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), 2004, Power Tool Cleaning to Bare Metal

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), 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) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC), January 2015, 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) 2007, Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, Near-White Metal Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 1 No.11 (SSPC-SP 11), 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 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard

Materials by High and Ultrahigh Pressure Water Jetting

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 xi (Rev-0)

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2004, Near-White 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 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 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of

Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating

The Society for Protective Coatings SSPC-SP 10/NACE No.2, Jan 2007, Near-White Blast Cleaning

The Society for Protective Coatings SSPC-SP 11, Jul 2012, Power Tool Cleaning to Bare Metal xii (Rev-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)

13 Y **Propeller shaft NSN: 2010-01-557-1512 1 ea. 19,184.17

14 N Wartsila FSE H74537-

02 Major Overhaul Kit

(WLP001365-001)

NSN: 01-560-3274 2 ea. 7,680.00

18 Y Propeller right hand NSN: 2010-01-534-9089 1 ea. 10,129.00

18 Y Propeller left hand NSN: 2010-01-534-9095 1 ea. 10,129.00

19 N Coolant (QTY in gallons)

NSN: PN:

19 Y MDE Keel Cooler NSN: 2040-01-F11-2291 PN:

SC-418DP-114

2 $10,621.50

20 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS555)

NSN: 5845-01-465-9723 1 ea. 334.95

23 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 42,634.59

23 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 51707.25

23 N **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 709.75

23 N Rudder EL Seal, Major

Overhaul Kit (WLP-

001427001)

NSN: 5330-01-646-5935 4 ea. 3,795.62

26 Y *Transducer Cover

Plate

N/A 1 ea. 50.00

35 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 1 ea. 343.63

38 Y *Transducer Cover

Plate

N/A 4 ea. 50.00

53 N Stern Tube NSN: PN: 47MLB-RMF-

STWF

2 ea.

53 N Adapter, Shaft Seal NSN: 4730-01-538-1971 PN: 2 ea. 170.42

54 N 25 inch Diameter

Quick-Acting

Watertight Flush

Scuttle, Steel, 3-Dog, Fwd Hinge (including associated coaming)

NSN: XXXX-YY-XXXX PN:

650XXXX

2 ea. 5,000.00 xiii (Rev-0)

*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 xiv (Rev-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

3 Hull Plating, U/W Body, Ultrasonic Testing - Tender

5 U/W Body, Preserve, 100 percent - Tender

14 Voids, Non-Accessible, Leak Test - Tender

16 Propulsion Shafting; Remove, Inspect, and Reinstall

17 Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew

18 Propulsion Shaft Bearings, External, Check Clearances

19 Propulsion Shaft Bearings, External, Renew

27 Rudder Assembly, Remove, Inspect And Reinstall

33 Hull Plating, U/W Body, Ultrasonic Testing – Barge

34 U/W Body, Preserve, 100 percent – Barge

40 Appendages, U/W, Leak Test – Barge

43 Voids, Non-Accessible, Leak Test – Barge

52 Non-Machinery Space(s), Preserve Bilges – Partial xv (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75' WLIC (A-CLASS), TENDER

PHYSICAL

Length overall 75' 0"

Depth 7' 7-3/4"

Maximum beam 22' 0"

Height of highest projection 32' 0"

Full load draft 4' 6" LCF Draft

Full load displacement 150.20 Long Tons Fresh Water

Shore tie voltage requirements N/A

Frame spacing 1' 6"

HULL

Hull material Steel

MACHINERY

Number of propellers 2

Number of blades 4

Diameter of propeller 48"

Pitch 40" fixed

RPM 400

Shaft diameter 4.5”

TANK CAPACITIES

Fuel tanks

Fresh water tanks

Lube oil xvi (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

68’ CGB (A-CLASS: 68012 – 68014), BARGE

PHYSICAL

Length overall 68' 6-1/2"

Depth 7' 0"

Maximum beam 28' 0"

Full load draft 3' 0"

Full load displacement 117 Long Tons

Shore tie voltage requirements 440 VAC / 3 Phase

Frame spacing 1' 0"

1 (Rev-0)

00000_0226_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

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), 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 (Rev-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, with the Contractor’s bid.

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 microsiemens/cm.

3 (Rev-0)

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.

3.5 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.

3.5.2 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

4 (Rev-0) 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 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).

3.7 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.

5 (Rev-0)

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK

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 |

7 (Rev-0)

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

8 (Rev-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)

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

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

11 (Rev-0)

4.2 Tank and Void Assessment form.

12 (Rev-0)

13 (Rev-0)

55500_ACC_0323_IBCT

WORK ITEM 1: Fire Prevention Requirements «TYPE»

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to minimize shipboard fire risk and to clarify the Contractors’ role in fire prevention and response.

NOTE

This work item is not separately priced. Factor fire prevention and response costs into bid of affected work items.

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), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 Fire Plan. The Contractor must develop and implement a written fire plan in accordance SFLC Std

Spec 5550. The Contractors Fire Plan must address Fire Protection and Response specifics as required in this Work Item.

3.1.1 The availability’s specific Fire Plan must always address the following:

• material condition and fire protection boundary obstruction mitigations

• inoperable fittings log

14 (Rev-0)

• fire alarms

• firefighting equipment disposition

3.1.2 The Fire Plan must also address the following:

• fire protection system status

• communication links

• temporary services

• power disconnects

• fire prevention and safety inspections

3.2 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible Party

(FPRP) who acts as the Contractor’s Responsible Person for fire prevention concerns during the entire availability.

3.3 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and

Response Conference as required in Std Spec 5550, paragraph 3.12. The participants must address the contents of SFLC Std Spec 5550, paragraph 3.12.1, as applicable.

3.4 Fire Responsibility Familiarization Tour and Initial Inspection. The Contractor must participate in the

Fire Responsibility Familiarization Tour and Initial Inspection as required in Std Spec 5550, paragraphs

3.12.2 through 3.12.4.

3.5 Material Condition and Fire Protection Boundary Obstruction Mitigation Requirements. The

Contractor must conform to all material condition and fire protection boundary obstruction mitigation requirements detailed in SFLC Std Spec 5550, paragraph 3.2.

3.6 Inoperable Fittings Log Requirements. The Contractor must conform to all inoperable fittings log requirements detailed in SFLC Std Spec 5550, paragraph 3.3.

3.7 Fire Prevention Service Particulars. The Contractor must conform to the below listed fire prevention service requirements, in accordance with SFLC Std Spec 5550.

TABLE 1 – FIRE PREVENTION SERVICE SELECTION

*SUB-

PARAGRAPH

TITLE

Y/N

3.4 Fire prevention system status Y

3.4.1 Temporary firefighting system proposal Y

3.4.2 Emergent firefighting system inoperability

approval and notification

Y

3.4.3 “Disabled equipment” signage for disabled initial responder equipment

Y

3.4.4 Firefighting system inoperability allowance for

removed hazards

Y

3.4.5 Maintain sprinkling zone operability Y

3.4.6 including all subparagaphs

Hazard mitigation for maintenance of fixed extinguishing systems

Y

15 (Rev-0)

*SUB-

PARAGRAPH

TITLE

Y/N

3.4.7 Procedure implementation for enabling/disabling

fire suppression systems

Y

3.4.8 Portable water pumping requirement for vessels

w/o installed capability

Y

3.4.9 Limitations on…