USCGC REEF SHARK (WPB 87371)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2026

Developed By: Tanner M Miller

(Rev-3, 23 January 2026)

USCGC REEF SHARK (WPB-87) DRYDOCK AVAILABILITY FY2026

ii (Rev-3)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: Hull Plating (Side Scan), Ultrasonic Testing WORK ITEM 2: Ultrasonic Thickness Measurements, Perform WORK ITEM 3: U/W Body, Preserve, 100 percent WORK ITEM 4: Hull Plating Freeboard, Preserve, 100 Percent WORK ITEM 5: Tank, Dirty Oil, Clean and Inspect WORK ITEM 6: Tank, Oily Water, Clean and Inspect WORK ITEM 7: Tanks, MP Fuel Service, Clean and Inspect WORK ITEM 8: Decks, Exterior (Main Deck), Preserve WORK ITEM 9: Superstructure, Preserve, 100% WORK ITEM 10: Capastic Fairing, Depth Sounder, Renew WORK ITEM 11: Watertight Closures, Assess WORK ITEM 12: Mast, Preserve (“100%”) – Contractor Interference Removal WORK ITEM 13: Main Engine/Reduction Gear, Realign WORK ITEM 14: Intermediate Water-Lubricated Propulsion Shaft Bearings, Renew WORK ITEM 15: Aft Water-Lubricated Propulsion Shaft Bearings, Renew WORK ITEM 16: Intermediate Bearing Carriers, Renew WORK ITEM 17: Aft Bearing Carriers, Renew WORK ITEM 18: Propulsion Shafts, Renew WORK ITEM 19: Stern Tube Interior Surfaces, Preserve, 100 Percent WORK ITEM 20: Propellers, Renew WORK ITEM 21: Electrical Power Distribution System, Thermographic Inspection, 450 VAC And

Below WORK ITEM 22: Fathometer Transducer, Renew WORK ITEM 23: Speed Log, Skin Valve, Renew WORK ITEM 24: Ventilation System, Engine Room Supply and Exhaust Fan Assemblies, Clean and

Inspect WORK ITEM 25: Ducting, HVAC System, Clean WORK ITEM 26: Sea Water System, Perform Maintenance WORK ITEM 27: Rudder Assemblies, Renew WORK ITEM 28: Stern Launch Door, Remove, Inspect and Reinstall WORK ITEM 29: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 30: Sewage Holding Tanks, Clean and Inspect WORK ITEM 31: Grey Water Piping, Clean and Flush WORK ITEM 32: Sewage Piping, Clean and Flush WORK ITEM 33: Cathodic Protection/Zinc Anodes, Renew WORK ITEM 34: Drydock WORK ITEM 35: Temporary Services, Provide - Cutter WORK ITEM 36: Sea Trial Performance, Support, Provide WORK ITEM 37: Superstructure Plating, Pilothouse, Renew WORK ITEM 38: Watertight Closure, Renew WORK ITEM 39: Handrail and/or Stanchion, D-Rings and Pigtails, Renew WORK ITEM 40: Critical Coated Surface(s), Preserve iii (Rev-3)

WORK ITEM 41: Flood Lights, Modify WORK ITEM 42: Interior Deck Covering System And Joiner Deck, Renew WORK ITEM 43: 24VDC Distribution System, Upgrade WORK ITEM 44: Unmanned Space Ventilation Modify WORK ITEM 45: Intrusion Detection System, Replace WORK ITEM 46: Main Diesel Engine Assemblies, Perform W-5 Maintenance And Update Control

System Configuration WORK ITEM 47: RHIB Notch Skid Pad Stud(s), Renew iv (Rev-3)

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

20JAN2026 1 35 Table 1: Added information for Berthing, Potable Water, and Heavy Lift Equipment services.

20JAN2026 1 39

Addition of Coast Guard Drawing 87 WPB 582-

001, Rev J, Mooring and Towing

22JAN2026 2 44 Correction of drawing referenced in paragraph 3.3.4

23JAN2026 3 35 Addition of Coast Guard Drawings 87 WPB 079-001, 079- 003, and 079-006.

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-3)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 079-001, Rev -, Cross Curves of Stability Coast Guard Drawing 87 WPB 079-003, Rev -, Curves of Form Coast Guard Drawing 87 WPB 079-006, Rev -, Hydrostatic Table Coast Guard Drawing 87 WPB 085-001, Rev -, Tank Capacity Curves Coast Guard Drawing 87 WPB 085-011, Rev C, Lifting Slings Coast Guard Drawing 87 WPB 085-012, Rev A, Lifting Cradle Coast Guard Drawing 87 WPB 085-013, Rev B, Docking Plan Coast Guard Drawing 87 WPB 111-001, Rev H, Shell Expansion Coast Guard Drawing 87 WPB 111-050, Rev A, Updates to DWG 87-WPB-111-001 Exhaust Port Insert

Plate Installation and Details Coast Guard Drawing 87 WPB 113-001, Rev G, Platform Plating & Framing Coast Guard Drawing 87 WPB 113-002, Rev B, Galley/Mess Deck Access Coast Guard Drawing 87 WPB 116-001, Rev -, Longitudinal Girders & BHD’s Coast Guard Drawing 87 WPB 117-001, Rev G, Transverse Sections Coast Guard Drawing 87 WPB 122-001, Rev C, Watertight Bulkheads Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan Coast Guard Drawing 87 WPB 151-001, Rev M, Superstructure Details Coast Guard Drawing 87 WPB 163-001, Rev H, Sea Chest Details Coast Guard Drawing 87 WPB 165-001, Rev F, Transducer Details Coast Guard Drawing 87 WPB 167-002, Rev C, CG Schedule of Doors, Manholes, Windows & Hatches Coast Guard Drawing 87 WPB 167-002, Rev C, CG Schedule of Doors, Manholes, Windows, & Hatches Coast Guard Drawing 87 WPB 167-003, Rev -, Weather Tight Door for Fuel Station Access Coast Guard Drawing 87 WPB 167-004, Rev H, W.T. Doors and Hatches Coast Guard Drawing 87 WPB 171-001, Rev W, Mast Details Coast Guard Drawing 87 WPB 182-001, Rev C, Main Engine & Generator Foundations Coast Guard Drawing 87 WPB 184-002, Rev A, Foundation Mods Incidental to LED Floodlight Install Coast Guard Drawing 87 WPB 185-001, Rev AP, Auxiliary Foundation Booklet Coast Guard Drawing 87 WPB 243-003, Rev -, Propulsion Shaft Details Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details vi (Rev-3)

Coast Guard Drawing 87 WPB 256-001, Rev AC, Seawater Cooling Piping Coast Guard Drawing 87 WPB 302-001, Rev W, Misc. Controls Wiring Diagram Coast Guard Drawing 87 WPB 310-001, Rev J, Ship’s Service One-Line Diagram Coast Guard Drawing 87 WPB 310-007, Rev A, Unmanned Spaces Ventilation modification Electrical Coast Guard Drawing 87 WPB 313-001, Rev R, DC System Coast Guard Drawing 87 WPB 321-001, Rev K, Power System Deck Plan Coast Guard Drawing 87 WPB 321-002, Rev AM, Power & Lighting Circuit Details & V.D. Calculations Coast Guard Drawing 87 WPB 330-002, Rev -, Pilothouse LED Floodlight Modifications Electrical Coast Guard Drawing 87 WPB 331-001, Rev R, Lighting System Deck Plan Coast Guard Drawing 87 WPB 423-001, Rev W, Speed Log & Depth Sounder System Coast Guard Drawing 87 WPB 433-001, Rev M, General Announcing & Alarm Sys Wiring Diagram Coast Guard Drawing 87 WPB 436-001, Rev H, Fire Detection System Coast Guard Drawing 87 WPB 436-002, Rev A, Intrusion Detection System, Replace Coast Guard Drawing 87 WPB 514-001, Rev M, HVAC Duct & Piping Systems Coast Guard Drawing 87 WPB 514-005, Rev E, Ventilation Mods to Unmanned Spaces Coast Guard Drawing 87 WPB 526-001, Rev J, Scuppers & Deck Drains Piping Coast Guard Drawing 87 WPB 561-001, Rev M, Steering System Details Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details Coast Guard Drawing 87 WPB 582-001, Rev J, Mooring and Towing Coast Guard Drawing 87 WPB 583-001, Rev Y, RIB Deployment Structure Coast Guard Drawing 87 WPB 593-001, Rev L, Sewage Piping Coast Guard Drawing 87 WPB 601-001, Rev R, Outboard Profile & General Arrangements Coast Guard Drawing 87 WPB 602-001, Rev F, Visual ID and Draft Mark Plan Coast Guard Drawing 87 WPB 612-001, Rev N, Handrail Details Coast Guard Drawing 87 WPB 621-001, Rev K, Joiner Work Details Coast Guard Drawing 87 WPB 631-001, Rev P, Ship’s Painting Schedule Coast Guard Drawing 87 WPB 633-001, Rev A, Cathodic Protection Coast Guard Drawing 87 WPB 634-001, Rev G, Deck Covering and Details Coast Guard Drawing 87 WPB 635-001, Rev C, Linings and Insulation Plan & Details Coast Guard Drawing 87 WPB 640-001, Rev P, Interior Furnishings Coast Guard Drawing 87 WPB 995-001, Rev -, Jigs and Fixtures for Shaft Installation Coast Guard Drawing 87WPB 431-001, Rev T, IC Panel Board Wiring Diagram Coast Guard Drawing 87WPB 432-001, Rev L, Dial Telephone Wiring Diagram Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev A, Consolidated Visual ID for Cutters

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Commandant Instruction (COMDTINST) M5530.1C, Physical Security and Force

Protection Program Coast Guard Technical Publication (TP) 4499, Jun 2018, SWBS 243, Stern Tube Seal-Model 442C vii (Rev-3)

Coast Guard Technical Publication (TP) 4500, September 2017, SWBS 233, Engine Change-Out Guide – Waterborne Main Diesel

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

Coast Guard Technical Publication (TP) 4511, SWBS 430, Jun 2019, Alarm Panel & Tank Level Indication (TLI) System

Coast Guard Technical Publication (TP) 4525, SWBS 202, 2003, Main Diesel Engine Control System Schematics

Coast Guard Technical Publication (TP) 4533, SWBS 233, 2002, Propulsion Internal Combustion Engines, Maintenance Manual

Coast Guard Technical Publication (TP) 4559, SWBS 513, Oct 2019, Ventilation System, Engine Room Coast Guard Technical Publication (TP) 4564A, Electronic Steering System Coast Guard Technical Publication (TP) 4573, Coolant Heating System, 17 March 2003 Coast Guard Technical Publication (TP) E-424-013, SWBS 424, July 2007, CDOH-EML500 Speedlog

User’s Manual Fire Prevention and Response 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 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 5100 (SFLC Std Spec 5100), 2022, Clean

Shipboard Ventilation Systems Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior

Deck Covering Systems Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

OTHER REFERENCES

American Society for Nondestructive Testing, SNT-TC-1A: Personnel Qualification and Certification in

Nondestructive Testing, 2020 AN/SPS-73V Surface Search Radar (SSR), Sep 1998, Operation, Maintenance, and Installation Manual ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Antiseize, Zinc Dust-

Petrolatum viii (Rev-3)

Commercial Item Descriptions (CID) A-A-59316, Nov 2016 Abrasive Materials for Blasting Federal Standard (FED-STD) 595, 2008, Colors Used in Government Procurement Installation of MTU Electronic Systems E 530 606/06E MIL-A-18001, Dec 2015, 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-46106b, Jun 1992, Adhesive-Sealants, Silicone, RTV, One-Component MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Non-ionic) MIL-HDBK-299, Oct 1991, Cable Comparison Handbook – Data Pertaining to Electric Shipboard Cable MIL-PRF-24139, Mar 1987, Grease, Multipurpose, Water Resistant.

MIL-PRF-24613A, Nov 2007, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-STD-2003, Sep 2009, Electrical Plant Installation Standard Methods for Surface Ships &

Submarines MTU 8V 396 TE.4 Maintenance Manual M020046/21E MTU 8V 396 TE94 Description and Operation Manual M011511/00E MTU 8V 396 TE94 Parts Catalog M033971/00DE, Order #771903 MTU 8V396 TE.4 Tolerances & Wear Limits List M070026/00E MTU Customer Connecting System CCS for ECS 396, E 531 415/00EMTU Electrical Start Device SUE-

ES for ECS 396, E 531 482/00E MTU Customer Connecting System CCS for ECS 396, E 531 416/00E MTU Electrical Start Equipment SUE-ES Illustrated Parts Catalog E 535 187/00ED MTU Engine Control System Illustrated Parts Catalog E 535 145/01ED MTU Engine Management System Typ ECS 396/S Version E & F with ETB 4E/ETB 4F Document numbers; E 531 406/01 E, E 531 405/ 01E & E 531 403/02E MTU Exhaust Turbocharger ZR140 M040052/10E MTU Fluids and Lubricants Specification A001061/35E MTU Junction Box CCS-ECS 396E Illustrated Parts Catalog E 535 151/01ED MTU Local Operating Panel for ECS E 531 301/01E MTU Local Operating Panel LOP-ECS Illustrated Parts Catalog E 535 297/02ED MTU Monitoring & Control Unit Documentation E 535 164/00ED MTU Service Information 396-99/0562B Electric Governor Actuator with Oil Drain MTU Solenoid Actuator, Description, Assembly Instructions M040082/10E MTU Tool List M004021/20DE Raytheon Marine Company, Jan 1992, Technical Manual, Radar Set Model R40X/R41X, AN/SPS-69, RMC Document Number G261404 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 ix (Rev-3)

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-2/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 x (Rev-3)

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)

8 N Slip Resistant Sheets NSN: 7220-01-F11-2238 1 KT 5,352.24

13 Y *Alignment jig N/A 1 ea. ---- 14 N Thordon bearing, Grade Orange (5.5" OD x 4" ID x 7.87"

(200mm) LG)

PN: F54615-02-8-1 NSN:

3120-21-914-2012

2 ea. 525.03

15 N Thordon bearing, Grade Orange (5.5" OD x 4" ID x 11.41"

(290mm) LG)

PN: F54615-02-8-0 NSN:

3120-21-914-2011

2 ea. 558.05

16 N **Intermediate bearing carrier

NSN: 3130-01-F11-2388 P/N:

87 WPB 243-001, Item 17

2 ea. 591.86

17 N **Aft bearing carrier NSN: 3130-01-F11-2200 PN:

87 WPB 243-001, Item 14

2 ea. 1931.31

18 Y Propeller Shaft NSN: 2010-01-458-9175 2 ea. 10,195.95 18 N Seal Assembly, Shaft NSN: 4320-01-670-5724 PN:

388725 2 ea. 6801.00

18 N Kit Rebuild, Inflatable Seal

NSN: 5330-01-F18-5385 PN:

390831

2 ea. 1381.00

18 Y *Alignment Kit N/A 1 set 5000.00 20 Y Starboard Propeller

(RH)

PN: 706-3351.00 RH NSN:

2010-01-457-0573 1 ea. 9153.07

20 Y Port Propeller (LH) PN: 706-3350.00 LH NSN:

2010-01-459-0421

1 ea. 9542.05

20 N *Propeller Nut Wrench

N/A 1 ea. 200.00

20 N Propeller Nut PN: 5317350 NSN: 2010-01- 458-9217

2 ea. 322.07

20 N Propeller Nut, Locking PN: 5317355 NSN: 5310-01- 458-9125

2 ea. 285.10

20 N Anode, Propeller Nut PN: 87WPB243001ITEM39

NSN: 5342-01-481-8403

2 ea. 153.06

22 N Transducer, sonar PN: SS60SLD NSN: 5845-01- 618-8996

1 ea. 328.72

23 N 3" Ball Valve NSN: 4810-01-517-8110 PN:

LV071A

1 ea. 5625.00

23 N **Doppler Speed Log Measurement Rod

NSN: 6605-01-470-1266 1 ea. 4984.63

24 N **Fan, Tube Axial NSN: 4140-01-598-0425 1 ea. 2,223.72 24 N **Fan, Tube Axial NSN: 4140-01-598-1549 1 ea. 3,091.15 26 N Iron body/ Stainless steel stem/ bronze disk

PN: J022929-512431A NSN:

4820-01-613-5021 2 ea. 563.25 xi (Rev-3)

(flanged) 8 inch 26 N Iron body/ Stainless steel stem/ bronze disk (wafer) 8 inch

PN: 22929-112431A NSN:

4820-01-615-9571

2 ea. 521.46

26 N Iron body/ Stainless steel stem/ bronze disk

(flanged) 3 inch

PN: 22925-5124 NSN: 4820-

01-650-0975

2 ea. 226.51

26 N Iron body/ Stainless steel stem/ bronze disk

(wafer) 3 inch

PN: 22925-1124316 NSN:

4820-01-332-6811

2 ea. 214.14

27 Y Rudder Assembly, port

NSN: 2040-01-461-1944 1 ea. 6113.36

27 Y Rudder Assembly, starboard

NSN: 2040-01-461-1943 1 ea. 5971.93

27 N Upper Roller Bearing NSN: 3110-01-512-5534 2 ea. 287.43 27 N Wartsila EL Seals Kit PN: H75492-01 NSN: 2040-01-

565-9776 2 ea. 7243.42

27 N Lower Bearing PN: TBF113090 NSN: 3120- 20-000-7677

2 ea. 405.81

28 N **Valve, Counterbalance

PN: CBCA-LAN/AP NSN:

4820-01-687-1295

4 ea. 291.50

28 N **Manifold, Valve PN: YVY NSN: 4730-01-687-

2 ea. 134.30

33 N Anode, corrosion preventive

PN: 899Y105 NSN: 5342-00-

813-6058

15 ea. 57.37

34 Y *Transducer Cover Plate

N/A 2 ea. 50.00

38 N Door, 54� x 24�, Weath. (Pilot House

Access)

NSN: 2040-01-479-8974 PN:

1421-0101

0 ea. 5,137.18

41 N Phoenix SturdiLED White

NSN: 6230-01-696-1316 2 ea. $784.33

41 N Phoenix SturdiLED Red

NSN: 6210-01-696-0472 2 ea. $784.33

42 N **Panel, Deck, 5/8"x48"x96", Aluminum 5052-H32 Core, 1/4" Cell, 0.063" 6061-T6 Face Sheets, Natural Mill Finish

NSN: 2040-01-F19-5621 PN:

SPXC-1000-1000D

1 Ea. $654.00

43 N Panel Bridge 24 V NSN: 6110-01-F18-5605 1 ea. 2,548.00 43 N Alternator NSN: 6125-01-020-2950 2 ea. 14,668.79 43 N Regulator Voltage NSN: 5963-01-623-3549 2 ea. 350.00 43 N Resistor Thermal NSN: 5905-01-662-5504 2 ea. 35.00 43 N Harness, Wiring NSN: 5995-01-661-5659 2 ea. 75.00 43 N Seal Plain NSN: 5330-12-314-3403 2 ea. 56.32 43 N Coupling Half NSN: 4730-12-408-7920 2 ea. 1,572.87 43 N Coupling, Flex NSN: 3010-01-255-4200 2 ea. 480.44 43 N Insert, Flexible NSN: 3010-12-332-3557 2 ea. 830.23 xii (Rev-3)

Coupling 43 N Screw Machine NSN: 5305-01-384-3454 12 ea. 3.71 43 N Washer, Spring

Tension NSN: 5310-12-125-7798 12 ea. 2.44

43 N Nut, Plain Hexagon NSN: 5310-12-156-4982 12 ea. 2.33 43 N Guard Plate NSN: 2920-12-408-7817 2 ea. 941.45 43 N Plate, Mounting NSN: 5340-12-333-7085 2 ea. 75.00 43 N Screw, Cap, Hexagon NSN: 5305-01-240-1274 14 ea. 4.53 43 N Washer, Spring

Tension NSN: 5310-01-195-9000 14 ea. 1.81

43 N Screw Cap Hexagon NSN: 5305-12-142-8243 4 ea. 7.92 43 N Screw, Cap NSN: 5305-12-142-8236 4 ea. 3.64 43 N Washer, Flat NSN: 5310-12-149-4352 8 ea. 2.35 43 N Bracket NSN: 2815-12-408-5547 4 ea. 130.18 45 N Sensaphone Eapress II ACN: 6320-01-F21-6407 1 $1300 45 N IDS Relay Panel ACN: 6320-01-F21-6406 1 $1400 45 N Switch, 3 position, Key Lock, ACN: 6320-01-F21-6408 1 $13.00

45 N Holder, switch ACN: 6320-01-F21-6409 1 $2.00 45 N Contact Block, NC ACN: 6320-01-F21-6410 2 $5.00 45 N Sensor, Optical ACN: 6320-01-F21-6411 6 $44.00 45 N Mounting Bracket, 90 deg

ACN: 5340-01-F21-6412 2 $7.00

45 N Mounting Bracket, straight

ACN: 5340-01-F21-6413 4 $7.00

46 Y Cylinder Head NSN: 2815-12-345-1076 16 3274.71 46 Y “A� Bank

Turbocharger

NSN: 2950-12-347-2009 2 12,642.58

46 Y “B� Bank Turbocharger

NSN: 2950-12-347-2010 2 11,050.16

46 Y Sea Water Pump NSN: 2930-12-344-4810 2 15,086.29 46 Y Jacket Water Pump NSN: 2930-12-344-4606 2 3799.67 46 Y Starter NSN: 2920-12-156-2556 2 3255.35 46 Y **Charge Air Cooler NSN: 2930-12-354-2436 Tbd 32,974.85 46 Y **Injector with retainer NSN: 2910-12-341-9988 Tbd 706.45

46 N **Cylinder Liner NSN: 2815-12-315-7282 Tbd 1103.14 46 N **Piston NSN: 2815-12-362-8999 Tbd 3816.34 46 N Engine Acceptance

Test Record

N/A 1/MDE N/A

*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 xiii (Rev-3)

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 U/W Body, Preserve, 100 percent

18 Propulsion Shafts, Renew

26 Sea Water System, Perform Maintenance

27 Rudder Assemblies, Renew

28 Stern Launch Door, Remove, Inspect and Reinstall

34 Drydock

40 Critical Coated Surface(s), Preserve xiv (Rev-3)

PRINCIPAL CHARACTERISTICS

87' WPB

PHYSICAL

Length overall 87' Length between perpendiculars 81' 7" Depth 10' 11" Maximum beam 19.4' Draft, mean to design waterline 5' 9" Height of highest projection 50.2' Full load displacement 93.5 long tons Minimum operating displacement 83.9 long tons Displacement, light ship 77.9 long tons Framing Longitudinal Bulkheads Four watertight bulkheads located below the Main Deck Anchor 40 lb Fortress with 480 ft. 3 strand 5/8" dia. Line stayset

HULL

Hull/main weatherdeck material ABS Grade AH 36 Superstructure 5086 Aluminum

MACHINERY

Main propulsion Two MTU 8V396TE94, sequential turbo-charged diesels Reduction gears Two ZF Type BW 255 Propulsion shaft Two AQUAMET 22, 101.6mm Shaft diameter 4" Shaft seal Two John Crane mechanical seals Shaft bearing, intermediate Thordon Elastomeric Bearing Shaft bearing, aft Thordon Elastomeric Bearing Number of propellers 2 Number of blades 5 Diameter of propeller 1040mm Pitch 1230 mm fixed Shaft RPM 828 Rudders Two 316L Stainless Steel Ship's service generators Two Man Model D08241F01 diesel with Stanford 60KW Generator

TANK CAPACITIES

3-9-1-f (fuel oil) 1402 gal 3-9-2-f (fuel oil) 1402 gal 3-12-2-f (waste oil) 86 gal 3-12-1-f (oily water) 86 gal 3-7-0-q (sewage collection) 352 gal 3-7-1-q (grey water) 52 gal 3-12-1-w (fresh water) 200 gal 3-12-2-w (fresh water) 200 gal

1 (Rev-3)

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

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

2 (Rev-3) 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.

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).

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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 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

4 (Rev-3) 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-3)

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

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER

COAT, BARRIER COAT, TOP

COAT, ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

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

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

TIME

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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-3)

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-3)

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-3)

4.2 Tank and Void Assessment form.

12 (Rev-3)

13 (Rev-3)

11000_NET_0523_87WPB

WORK ITEM 1: Hull Plating (Side Scan), Ultrasonic Testing

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform thickness measurements of the underwater (u/w) body and freeboard by ultrasonic side scan method.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-013, Rev B, Docking Plan Coast Guard Drawing 87 WPB 111-001, Rev H, Shell Expansion Coast Guard Drawing 87 WPB 111-050, Rev A, Updates to DWG 87-WPB-111-001 Exhaust

Port Insert Plate Installation and Details

COAST GUARD PUBLICATIONS

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

Version, General Requirements

OTHER REFERENCES

American Society for Nondestructive Testing, SNT-TC-1A: Personnel Qualification and

Certification in Nondestructive Testing, 2020

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

14 (Rev-3)

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

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

• Hull zinc anode system

• Docking blocks

3.2 Work coordination and preparation. The Contractor must plan all specified vessel work detailed in this specification package to ensure the side scan survey does not necessitate a work stoppage. The Contractor must abide by the following guidance, to facilitate the ultrasonic survey:

• Ensure that all freeboard and u/w body surface preparation and primer coat application tasks are completed within ten days of lifting the vessel.

• Prior to side-scan survey, inspect interior and bilge plating for the presence of bubbles of rusted metal. Break up and remove all rust bubbles to ensure accurate survey results.

• Provide a continuous supply of fresh water at .50 gpm within 50 feet of the vessel with standard hose bib fitting.

• Provide 110 VAC electrical power, and scaffolding or other suitable means of access to bring inspection personnel within one foot of all the hull surface inspection areas that are five feet above ground level.

• After completion of the hull survey, and authorized hull repairs, resume/complete freeboard and u/w body preservation process.

• Pay close attention to manufacturer’s recommended practices in regards to paint system overcoat time limitations and required degree of surface cleanliness prior to resuming coating operations.

3.3 Side scan requirements and procedures. The Contractor must ensure the following referring to Coast Guard Drawings 87 WPB 085-13, 87 WPB 111-001, and 87 WPB 111-050 as guidance during the performance of the tasks specified below.

3.3.1 Testing company and personnel. Provide the services of a qualified ultrasonic testing company, with suitable side scan equipment, to conduct a “Scanning Crawler Automated Test” of the vessel’s freeboard and u/w hull plating for the presence of metal corrosion and deterioration. Ensure the following:

• All scanning operations are completed by personnel meeting the personnel qualification and certification, as required by contractor process. This contractor-developed personnel qualification and certification process must meet, at a minimum, ASNT Recommended Practice No. SNT-TC-1A.

• An ASNT Level III Analyst is on site, to oversee the project and evaluate the collected data.

• An ASNT Level III or II Analyst is on site, to verify with a hand held gauge all areas on the hull identified as thinner than the specified criteria, in order to expedite all repair procedures.

• Qualified personnel are provided to complete all on-site inspections.

3.3.2 Coast Guard notification.

3.3.2.1 Provide a daily update to the COR on all areas inspected and potential issues or schedule changes.

15 (Rev-3)

3.3.2.2 Notify the COR at least 3 days prior to completion for an onsite review of readings and repair areas.

3.3.3 Scanning parameters. Use the following parameters during the course of this inspection:

• Automated scanning resolution must be set to 0.5” x 0.5”

• Plates where scan data indicating wastage greater than or equal to 25% nominal plate thickness must be highlighted in “RED” and designated “repair areas”.

• Plates where scan data indicating wastage greater than or equal to 15% to 24% of nominal plate thickness must be highlighted in “YELLOW”.

• Plates where scan data indicating wastage greater than or equal to 10% to 14% of nominal plate thickness must be highlighted in DARK GREEN.

• Hand held UT readings must be taken to verify bad metal areas found with the side scan equipment. All readings must be provided to the COR and the lowest reading marked on the hull at the bad metal location.

• Areas that are accessible but cannot be reached by the automated scanner must be scanned with a hand-held meter at a resolution of 2” x 2”. Any repair areas found during the hand scan must be marked on the ships hull and their approximate positions recorded on the plate drawings and report summary.

3.3.3.1 Any scanning parameter or scope of work changes must be approved by the KO.

3.3.3.2 The echo to echo transducer is not authorized due to inconsistent readings and technical difficulties.

3.3.3.3 There must be no deviation from the color scheme specified above.

3.3.4 Ensure that the side scan inspection area includes the Port, Starboard, and Transom exterior shell plating, but must exclude the following list.

• Areas under and within 6-inches of blocks and side blocks (areas that are accessible 6 inches from blocks and side blocks must be hand scanned.)

• Areas up to 6-inches around any obstacle on the hull including sea suctions, discharges, rudderposts, anodes, stern tubes, and docking blocks.

• Any areas blocked by immovable scaffolding or shipyard activity.

3.4 Side scan reports. The Contractor must submit a CFR containing the final report within three working days after the side scan inspection is completed. A copy of all repair areas must be clearly marked, in yellow or white, on the provided shell plate drawing(s), and provide a summary document of same areas.

Submit two hard copies of the report with two CD’s containing the electronic (raw) data prior to departing the job site. Ensure the reports include:

• Inspection overview.

• Data sheets for each plate with designated repair areas outlined in blue.

• Mosaic of scanned data overlaid on Coast Guard Drawing 87 WPB 111-001.

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NOTE

Where hull repairs are required in the vicinity of the exhaust teardrops, use Coast Guard Drawing 87 WPB 111-050 for guidance on location of stainless steel hull inserts and when planning for plating renewal.

3.4.1 Photos. Provide digital photos of all designated repair areas.

3.4.2 Electronic files. Ensure CD’s contain a complete copy of the report, interactive data files, and digital pictures. All electronic files must be compatible with standard USCG workstation operating software.

Electronic files format must be such that the CG has the capability to change the percent of…