CGC WEDGE-BARGE Attachment -2 Specification.pdf

USCGC WEDGE (WLR 75307)

USCG 90B BARGE (90012)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2026

Developed By: Albert M Hall

(Revision-0, 28 October 2025)

USCGC WEDGE (WLR-75D) DRYDOCK AVAILABILITY FY2026

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics - Tender ............................................................................................................. xiii Principal Characteristics - Barge ................................................................................................................ xiv General Requirements WORK ITEM 1: Fire Prevention Requirements - Drydock WORK ITEM 2: Hull Plating, U/W Body, Inspect - Tender WORK ITEM 3: Hull Plating, U/W Body, Ultrasonic Testing - Tender WORK ITEM 4: U/W Body, Preserve, 100 percent - Tender WORK ITEM 5: Hull Plating Freeboard, Preserve, 100 Percent - Tender WORK ITEM 6: Hull and Structural Plating, General, 10.2 lbs. Steel, Renew - Tender WORK ITEM 7: Hull and Structural Plating, General, 12.75 lbs. Steel Plate, Renew - Tender WORK ITEM 8: Hull and Structural Plating, General, 15.3 lbs. Steel Plate, Renew - Tender WORK ITEM 9: Hull And Structural Plating, General, 20.4 lbs. Steel Plate, Renew - Tender WORK ITEM 10: Hull and Structural Plating, General, 7.65 lbs. Steel Plate, Renew - Tender WORK ITEM 11: Hull and Structural Plating, General, Degraded Weld, Steel, Repair - Tender WORK ITEM 12: Appendages, U/W, Leak Test - Tender WORK ITEM 13: Propulsion Shaft Rope Guards, Inspect WORK ITEM 14: Appendages, U/W, Internal, Preserve - Tender WORK ITEM 15: Tanks, MP Fuel Service, Clean and Inspect - Tender WORK ITEM 16: Tanks, Potable Water, Clean and Inspect - Tender WORK ITEM 17: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 18: Propulsion Shafting, Straighten WORK ITEM 19: Propulsion Shafting, Optical or Laser Alignment Check WORK ITEM 20: Propulsion Shaft Seals, Mechanical & Inflatable, Overhaul and Renew WORK ITEM 21: Propulsion Shaft Bearings, External, Renew WORK ITEM 22: Propulsion Shaft Bearings, External, Check Clearances WORK ITEM 23: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 24: Propeller, Perform Minor Repairs and Reconditioning WORK ITEM 25: Propellers, Remove, Inspect, and Reinstall WORK ITEM 26: Keel Coolers, Clean, Inspect and Hydro WORK ITEM 27: Fathometer Transducer, General Maintenance WORK ITEM 28: Rudder Assembly, Remove, Inspect And Reinstall WORK ITEM 29: Rudders, Preserve, 100 Percent WORK ITEM 30: Hull Fittings (Mooring and Towing), Inspect and Test - Tender WORK ITEM 31: Spuds, Overhaul - Tender WORK ITEM 32: Spud Wells, Preserve - Tender WORK ITEM 33: Sewage Holding Tanks, Clean and Inspect - Tender WORK ITEM 34: Tanks (Sewage Holding), Preserve, Partial - Tender WORK ITEM 35: Tanks, Potable Water, Preserve, Partial, - Tender WORK ITEM 36: Cathodic Protection, Zinc Anodes, Renew, - Tender WORK ITEM 37: Drydock - Tender WORK ITEM 38: Temporary Services, Provide - Tender WORK ITEM 39: Sea Trial Performance, Support, Provide WORK ITEM 40: Hull Plating, U/W Body, Inspect - Barge WORK ITEM 41: Hull Plating, U/W Body, Ultrasonic Testing - Barge iii (Rev-0)

WORK ITEM 42: Hull and Structural Plating, General, 10.2 lbs. Steel, Renew - Barge WORK ITEM 43: Hull and Structural Plating, General, 12.75 lbs. Steel Plate, Renew - Barge WORK ITEM 44: Hull and Structural Plating, General, 15.3 lbs. Steel Plate, Renew - Barge WORK ITEM 45: Hull And Structural Plating, General, 20.4 lbs. Steel Plate, Renew - Barge WORK ITEM 46: Hull and Structural Plating, General, 7.65 lbs. Steel Plate, Renew - Barge WORK ITEM 47: Hull and Structural Plating, General, Degraded Weld, Steel, Repair - Barge WORK ITEM 48: Appendages, U/W, Leak Test - Barge WORK ITEM 49: Appendages, U/W, Internal, Preserve - Barge WORK ITEM 50: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect - Barge WORK ITEM 51: Keel Cooler, Clean, Inspect and Hydro - Barge WORK ITEM 52: Fathometer Transducer, General Maintenance - Barge WORK ITEM 53: U/W Body, Preserve, 100 percent - Barge WORK ITEM 54: Hull Plating Freeboard, Preserve, 100 Percent - Barge WORK ITEM 55: Cathodic Protection, Zinc Anodes, Renew - Barge WORK ITEM 56: Temporary Services, Provide - Barge WORK ITEM 57: Hull Fittings, Weight Handling Rigging Hardware, Inspect and Test - Barge WORK ITEM 58: Hull Fittings (Mooring and Towing), Inspect and Test - Barge WORK ITEM 59: Spuds, Overhaul - Barge WORK ITEM 60: Spud Wells, Preserve - Barge WORK ITEM 61: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 62: Hull Plating Freeboard (Buoy Port Areas), Preserve WORK ITEM 63: Drydock - Barge WORK ITEM 64: Compressed Air Supply to Propulsion Shaft Seals, Installation WORK ITEM 65: Deck Covering, Interior, Wet and Dry, Renew WORK ITEM 66: Decks - Exterior, Preserve, Non-Skid Broadcast Grit System - Tender WORK ITEM 67: Rub Rail Repair WORK ITEM 68: Fuel Valves, Overhaul or Renew WORK ITEM 69: Circuit Breakers and Panelboards (Tender), Inspect & Test WORK ITEM 70: Circuit Breakers and Panelboards (Barge), Inspect & Test WORK ITEM 71: Navigation lights, Renew WORK ITEM 72: Weather Deck Kickpipes, Renew WORK ITEM 73: Sinker Tilt Boards, Renew - Barge WORK ITEM 74: 1 MC System, Overhaul 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 2200-010, -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 Coast Guard Drawing 75 WAGL 0700-004, Rev A, Docking Plan Coast Guard Drawing 75 WAGL 2901-004, Rev -, Curves of Form Coast Guard Drawing 75 WAGL 633-001, Rev -, Cathodic Protection Coast Guard Drawing 75D 2200-016, Rev D, Rudder Post Installation For Jastrum S2-16-2-35 Steering

System Coast Guard Drawing 75D WAGL 0103-3, Rev -, Booklet Of Gen Plans (75307) Coast Guard Drawing 75D WAGL 0500-001, Rev -, Lines and Offsets Coast Guard Drawing 75D WAGL 0700-004, Rev -, 75FT “D” Class Towboat Docking Block

Arrangement Coast Guard Drawing 75D WAGL 103-7, Rev D, Outboard Profile and Inboard Profile (75306-75307) Coast Guard Drawing 75D WAGL 1101-001, Rev C, Shell Expansion (75306-75307) Coast Guard Drawing 75D WAGL 1101-006, Rev B, New Grid Cooler Pocket P/S to Suit 80MDDCD

SSDG

Coast Guard Drawing 75D WAGL 1103-002, Rev -, Hull Framing Plan Coast Guard Drawing 75D WAGL 1103-003, Rev A, Frames 4, 12, 16, 21, 31, & 36 Coast Guard Drawing 75D WAGL 1105-007, Rev -, Miscellaneous Bulkheads and Frames Coast Guard Drawing 75D WAGL 2200-016, Rev D, Rudder Post Installation for Jastram S2-16-2-35

Steering System Coast Guard Drawing 75D WAGL 2602-1, Rev-, Spud Housing Assembly And Details Coast Guard Drawing 75D WAGL 4103-027, Rev B, Jacket Water Piping Mods to Suit IRESS

(WEDGE)

Coast Guard Drawing 75D WAGL 4301-001, Rev 2, Shafting and Bearings Coast Guard Drawing 75D WAGL 4301-003, Rev E, Shafting Installation to Suit IF 1312 MDE Coast Guard Drawing 75D WAGL 700-004, Rev-, 75FT “D” Class Towboat Docking Block

Arrangement Coast Guard Drawing 75D-WAGL-2200-014, Rev B, Steering System Arrangement For Jastram S2-16-

2-35 vi (Rev-0)

Coast Guard Drawing 75D-WAGL-2200-015, Rev C, Flanking Steering System Arrangement For Jastrum S2-16-2-35

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 75D-WAGL 103-004, Rev D, Gen Arrg Mn Dk & Hold (75306-75307) Coast Guard Drawing 75E-WLR 4901-008, Rev C, Emergency Shaft Seal Air Supply Coast Guard Drawing 75D-WAGL-3801-012, Rev -, Engine Rm Ventilation Mods to Suit IRESS

(WEDGE)

Coast Guard Drawing 75D-WAGL 103-004, Rev D, Gen Arrg Mn Dk & Hold (75306-75307) Coast Guard Drawing 75D-WAGL 1604-2, Rev A, Bulwark Ext Handrail & Grabrail Layout (75306-

75307) Coast Guard Drawing 75D-WAGL 1604-3, Rev A, Bulwark Ext Handrail & Grabrail Dets (75306-75307) Coast Guard Drawing 75D-WAGL 1101-01, Rev C, Shell Expansion (75306-75307) Coast Guard Drawing 75D WAGL 5501-001, Rev C, Fuel Oil Flow Diagram Coast Guard Drawing 75D WAGL 5501-003, Rev A, Fuel Oil Piping Flow Diagram Coast Guard Drawing 75D WAGL 5501-010, Rev A, Fuel Oil Service Mods to Suit IRESS (WEDGE) Coast Guard Drawing 75D WAGL 5501-011, Rev -, Diagram – Fuel Oil Service Systems Coast Guard Drawing 75D-WAGL-6201-5, Rev C, Electrical One Line Diagram Coast Guard Drawing 75E-WLR_103_1, Rev. 1, OUTBOARD PROFILE & ARRANGEMENT PLAN Coast Guard Drawing 75-WLR-F_300_1, Rev. 10, ELECTRICAL ONE-LINE DIAG Coast Guard Drawing 75F-WLR_330_3, Rev. -, NAVIGATION LIGHTS DIAGRAM Coast Guard Drawing 75F-WLR_422_1, Rev. 5, NAVIGATION AIDS SYS.

Coast Guard Drawing 75E-WLR_6405_1, Rev. 1, FLDLIGHTS SRCHLIGHT & NAV LIGHT SYS

ISOM WD

Coast Guard Drawing 75E-WLR_6405_2, Rev. -, NAVIGATIONAL LIGHTS Coast Guard Drawing 75F-WLR 635_1, Rev. 4, THERMAL/ACOUSTIC INSULATION Coast Guard Drawing 75-WLR-F_300_1, Rev. 10, ELECTRICAL ONE-LINE DIAG Coast Guard Drawing 75F-WLR_320_1, Rev. 4, POWER WIRING Coast Guard Drawing 75F-WLR_330_3, Rev. -, NAVIGATION LIGHTS DIAGRAM Coast Guard Drawing 75F-WLR_422_1, Rev. 5, NAVIGATION AIDS SYS.

Coast Guard Drawing 75-WAGL_405_1, Rev. A, 00069-SCC(V)3C SMALL CUTTER

CONNECTIVITY BLOCK WIRING DIAGRAM & DETAILS

Coast Guard Drawing 75-WLR_423_1, Rev. B, SPS-461 GPS SYSTEM BLOCK WIRING DIAGRAM

& INSTALLATION DETAILS

Coast Guard Drawing 75-WLR_423_2, Rev. A, SPS-461 GPS INSTALLATION WIRING DATA

(COED)

Coast Guard Drawing 75F-WLR_423_3, Rev. P, ARRANGEMENT OF ELEX EQPT, BLK WRG DIAG

& INSTALLATION DET’S (NOTE 2)

Coast Guard Drawing 75E-WLR_6405_1, Rev. 1, FLDLIGHTS SRCHLIGHT & NAV LIGHT SYS

ISOM WD

Coast Guard Drawing 75E-WLR_6405_2, Rev. -, NAVIGATIONAL LIGHTS Coast Guard Drawing 75C-WAGL_6501_23, Rev. _, 1 LINE DIAG OF ANNC & S.P. PHONE SYS

(75404) vii (Rev-0)

Coast Guard Drawing 75C-WAGL_6501_24, Rev. _, SCHEM OF ANNOUNC S.P. PHONE SYS (75404)

Coast Guard Drawing 75-WAGL-6700-003, Rev. E, VHF TRANSCEIVER/RECEIVER WIRING DATA

(COED)

Coast Guard Drawing 75F-WLR_430_3, Rev. _, SP PHONE SYS Coast Guard Drawing 75F-WLR 635_1, Rev. 4, THERMAL/ACOUSTIC INSULATION Coast Guard Drawing 75F-WLR_430_3, Rev. _, SP PHONE SYS Coast Guard Drawing 75E-WLR_6501_1, Rev. 1, INTERIOR COMM SYS ELEM WD Coast Guard Drawing 75E-WLR_6501_2, Rev. 2, INTERIOR COMM & ALRM SYS ISOM WD Coast Guard Drawing 90 CGB 1101-1, Rev 3, 90-Ft. Barge Deck & Bottom Plating Coast Guard Drawing 90 CGB 1101-2, Rev 1, 90-Ft Long'l Truss Diagonals & Side Plating Coast Guard Drawing 90 CGB 1101-3, Rev 1, 90-Ft. Barge Hull Framing Plan Coast Guard Drawing 90 CGB 4103-001, Rev 2, Barge Skin Cooling Coast Guard Drawing 90B CGB 0103-1, Rev C, Outboard Profile and Arrangement for 90’x 24’x 6’-6”

Barge Coast Guard Drawing 90B CGB 0700-001, Rev -, Docking Plan for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB 1103-002, Rev 1, Transverse Frames and Sections Coast Guard Drawing 90B CGB 2602-3, Rev 2, Barge 90'-0" X 24'-0" X 6'-6" Spud & Spud Well Details Coast Guard Drawing 90B CGB 2602-4, Rev A, USCG Barge 90012 Spud Extension And Strengthening

Details Coast Guard Drawing 90B CGB 2901-002, Rev -, Tank CAPACITY - 95% Tables Coast Guard Drawing 90B CGB 5501-001, Rev -, Fuel Oil Piping System Coast Guard Drawing 90B CGB-0700-001, Rev -, Docking Plan for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB-0700-2, Rev -, Docking block Arrangement Coast Guard Drawing 90B CGB-1101-001, Rev 4, Fwd Rake, Deck, Bottom, & Side Long’l Truss-

Ladder and Layout for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB-1101-002, Rev -, Midship Deck, Bottom, & Side Plating for 90’ x 24’ x

6’-6” Spec Barge Coast Guard Drawing 90B CGB-1101-003, Rev -, After Rake Details for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90-CGB 6713-3, Rev -, Transducer Location Coast Guard Drawing 90B CGB 0103-8, Rev -, CGB – 90012 Booklet of General Plans Coast Guard Drawing 90B CGB 1101-1, Rev 5, Fwd Rake Deck, Bottom, and Side Pl – Long’l Truss –

Ladder & Layouts for 90’x24’x6’-6” Special Barge Coast Guard Drawing 130 CGB68 185-004, Rev 2, Gas Can Storage Rack & Sinker Tilt Board Details Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2602-10, Rev R, Spud Arrangements and Details 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 Drawing 75D-WAGL-2200-014, Rev B, Steering System Arrangement For Jastram S2-16-2-35 NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual viii (Rev-0)

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) 5491, SWBS 256, Apr 2013, Keel Grid Cooler (Duramax) Fire Prevention and Response 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 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 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary

Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary

Hull Accesses 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 (SFLC Std Spec) 3041, 2022, Shipboard

Electrical Cable Test

OTHER REFERENCES

American Bureau of Shipping (ABS) 2, Rule Requirements for Survey After Construction, 2007, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System

Components - Health Effects ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging 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) Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

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

Glycol Extended Life Pre-Mix coolant.)

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

Petrolatum ix (Rev-0)

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

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

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-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I - Environmental and Type II - Internally Excited) MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main

Propulsion Shafting Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and

Rubber Composition Sheet; for Aromatic Fuel and Oil-Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power-Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC), 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) 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/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning

MIL-S-45180, Mar 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant American Society of Mechanical Engineers (ASME) B16.34, 2013, Valves-Flanged, Threaded, and

Welding End ASTM International (ASTM) F992, 2011, Standard Specification for Valve Label Plates MIL-G-24716, Apr 1993, Gaskets, Metallic-Flexible Graphite, Spiral Wound Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2011 Edition, Butterfly Valves x (Rev-0)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

American National Standards Institute/National Electrical Manufacturers Association (ANSI/NEMA) AB 4, March 2011, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications

American National Standards Institute/InterNational Electrical Testing Association (ANSI/NETA) MTS, January 2023, Standard for Maintenance Testing Specifications

Underwriters Laboratories Inc. (UL) 489, Molded Case Circuit Breaker, April 2002 MIL-STD-2003-3A, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Penetrations) MIL-I-3064, Mar 1991, Insulation, Electrical, Plastic-Sealer MIL-STD-2003-3A, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Penetrations) xi (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)

17 Y **Propulsion Tail Shaft NSN: 2010-01-557-1512 2 ea. 29,149.00 17 N ** Bulkhead Seal NSN: 5330-01-F13-3234 2 ea. 8,623.00 17 N **Pedestal Line Shaft

Bearing NSN: 3130-01-F11-2242 2 ea. 5,017.00

20 N Wartsila FSE H74537- 02 Major Overhaul Kit

(WLP001365-001)

NSN: 2010-01-560-3274 2 ea. 9,528.00

25 Y **Propeller, LH NSN: 2010-01-534-9095 1 ea. 13,876.00 25 Y **Propeller, RH NSN: 2010-01-534-9089 1 ea. 13,471.00 26 N **MDE Grid Cooler

(SC-418DP-114)

NSN: 2040-01-F11-2291 2 ea. 11,327.00

26 N **SSDG Grid Cooler

(SC-216DP-63)

NSN: 2040-01-F11-2290 2 ea. 7,556.00

27 N ***Fathometer Transducer, A80214

NSN: 5845-01-668-2181 1 ea. 200.00

28 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 42,634.00 28 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 42,924.00 28 N **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 608.00

28 N Seal Assembly, Rudder Stock (H-75492-1)

NSN: 5330-01-565-9776 4 ea. 9,198.00

52 N ***Fathometer Transducer, A80214

NSN: 5845-01-668-2181 2 ea. 200.00

64 N Water-Air Reel and Hose Assy

NSN: 4910-01-546-0956. 1 ea. 380.00

73 N Sinker Tilt Board PN: Coast Guard Drawing

130 CGB68 185-004

4 ea. 4,000.00

*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 xii (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

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

12 Appendages, U/W, Leak Test - Tender

15 Tanks, MP Fuel Service, Clean and Inspect - Tender

17 Propulsion Shafting; Remove, Inspect, and Reinstall

20 Propulsion Shaft Seals, Mechanical & Inflatable, Overhaul And Renew

21 Propulsion Shaft Bearings, External, Renew

22 Propulsion Shaft Bearings, External, Check Clearances

28 Rudder Assembly, Remove, Inspect And Reinstall

37 Drydock - Tender

41 Hull Plating, U/W Body, Ultrasonic Testing - Barge

48 Appendages, U/W, Leak Test - Barge

50 Tanks, MP Fuel Stowage and Overflow, Clean and Inspect - Barge

53 U/W Body, Preserve, 100 percent - Barge

63 Drydock – Barge

69 Circuit Breakers and Panelboards (Tender), Inspect & Test

70 Circuit Breakers and Panelboards (Barge), Inspect & Test xiii (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75’ WLR (D-CLASS: CGC WEDGE), INLAND BUOY 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' 4” LCF Draft Full load displacement 141.31 Long Tons SW Shore tie voltage requirements 440 V / 100 A Frame spacing 1' 0"

MACHINERY

Number of propellers 2 Number of blades 5 Diameter of propeller 44" Pitch 50" fixed

RPM 480

xiv (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

90' CGB (B-CLASS: 90012, 90013), BARGE

PHYSICAL

Length overall 90' 0" Depth 6' 6" Maximum beam 24' 7" Full load draft 4’6” Full load displacement 181 Long Tons Shore tie voltage requirements 440 V / 100 A

1 (Rev-0)

00000_0725_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, 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 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 ITEM

# WORK ITEM TITLE

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT 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 ITEM

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

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR)

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

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 - Drydock

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), 2022, 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

3.4.7 Procedure implementation for enabling/disabling Y

15 (Rev-0)

*SUB-

PARAGRAPH TITLE Y/N

fire suppression systems

3.4.8 Portable water pumping requirement for vessels

w/o installed capability Y

3.4.9 Limitations on operation of major machinery

while firefighting systems are offline

Y

3.4.10 Liquid fuel pumping requirement for operational

permanent or temporary firefighting systems

Y

3.4.11 Mechanical AFFF equipment must be available to

initial responders in compartments with risk of flammable/combustible liquid spillage

Y

3.4.12 including all subparagraphs

Portable fire extinguisher requirements Y

3.4.13 Hose and reel protection Y

3.4.14 including all subparagraphs

Drydock firefighting requirements Y

3.4.15 Fire protection system status in Fire Plan Y

3.5 Fire response related communication links in Fire

Plan Y

3.6 Fire response related temporary services in Fire

Plan

Y

3.6.1 Minimize downtime of fixed extinguishing

systems

Y

3.6.2 through 3.6.10

Firemain and related equipment requirements Y

3.6.11 Permanent lighting requirements Y

3.6.12 including all subparagraphs

Temporary lighting requirements Y

3.6.13 Electrical power, firefighting water, and lighting

source location and testing identified in Fire Plan

Y

3.7 including all subparagraphs

Fire alarm requirements Y

3.8 Shore power manual disconnect locations

identified in Fire Plan

Y

3.9 Other power manual disconnect locations

identified in the Fire Plan

Y

3.10 including subparagraph

Vessel firefighting equipment placement and disposition info in Fire Plan

Y

3.11 Fire prevention and safety inspections in Fire Plan Y

3.11.1 Initial and daily inspection requirements Y

3.11.2 Additional details in fire inspection reports Y

*Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 5550.

3.5 Extended fire prevention services. If the performance period of the contract is extended by the KO, the contractor must continue to provide all fire prevention services as specified herein for the extension period.

16 (Rev-0)

4. NOTES

This section is not applicable to this work item.

17 (Rev-0)

11000_ESD_0723_FLT

REC_11000_UWHIB_FLT_75 WLR (‘D’ Class : CGC WEDGE 75307) (0121)

WORK ITEM 2: Hull Plating, U/W Body, Inspect - Tender

1. SCOPE

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

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 75D WAGL 0700-004, Rev -, 75FT “D” Class Towboat Docking Block

Arrangement Coast Guard Drawing 75D WAGL 1101-001, Rev C, Shell Expansion (75306-75307)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center…