SEA_LION_Rev-0.pdf

USCGC SEA LION (WPB 87352)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2014

Developed By: Kent W Ross

(Rev-0, 02 August 2013)

USCGC SEA LION (WPB-87) DRYDOCK AVAILABILITY FY2014

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iv Consolidated List of References ................................................................................................................................ v Consolidated List of Government-furnished Property ............................................................................................. ix Consolidated List of Critical Inspection Items ......................................................................................................... xi Principal Characteristics .......................................................................................................................................... xii

GENERAL REQUIREMENTS

WORK ITEM 1: Perform Ultrasonic Thickness Measurements (D) WORK ITEM 2: Perform Ultrasonic Thickness Measurements (O) WORK ITEM 3: Dirty Oil Tank, Clean and Inspect (D) WORK ITEM 4: Oily Water Tank, Clean and Inspect (D) WORK ITEM 5: Tanks (MP Fuel Service), Clean and Inspect (D) WORK ITEM 6: Superstructure, Preserve (“100%”) (O) WORK ITEM 7: Depth Sounder, Capastic Fairing, Renew (O) WORK ITEM 8: Main Engine/Reduction Gear, Realign (O) WORK ITEM 9: Propulsion Shafts, Remove, Inspect, and Reinstall (D) WORK ITEM 10: Propulsion Shaft, Repair (O) WORK ITEM 11: Propulsion Shaft, Straighten (O) WORK ITEM 12: Intermediate Water-Lubricated Propulsion Shaft Bearing, Renew (O) WORK ITEM 13: Aft Water-Lubricated Propulsion Shaft Bearing, Renew (O) WORK ITEM 14: Intermediate Bearing Carrier, Renew (O) WORK ITEM 15: Aft Bearing Carrier, Renew (O) WORK ITEM 16: Stern Tubes, Interior Surfaces, Preserve 100% (O) WORK ITEM 17: Stern Tubes, Interior Surfaces, Repair (O) WORK ITEM 18: Propellers, Remove, Inspect, and Reinstall (D) WORK ITEM 19: Fathometer Transducer, Renew (D) WORK ITEM 20: Speed Log, Skin Valve Assembly, Clean and Inspect (D) WORK ITEM 21: Sea Water System (Sea Valves, Strainers, Piping), Clean, Inspect and Repair (D) WORK ITEM 22: RHIB Notch Skid Pads, Inspect (D) WORK ITEM 23: RHIB Notch Skid Pad Studs, Renew (O) WORK ITEM 24: Stern Launch Door, Remove, Inspect and Reinstall (D) WORK ITEM 25: Grey Water Holding Tank, Clean and Inspect (D) WORK ITEM 26: Sewage Holding Tank , Clean and Inspect (D) WORK ITEM 27: Grey Water Piping, Clean and Flush (D) WORK ITEM 28: Sewage Piping, Clean and Flush (D) WORK ITEM 29: Handrail, Modify (D) WORK ITEM 30: U/W Body, Preserve (“100%”) (O) WORK ITEM 31: Hull Plating Freeboard, Preserve – Partial (D) WORK ITEM 32: Superstructure, Preserve “Partial” (D) WORK ITEM 33: Cathodic Protection / Zincs, Renew (D) WORK ITEM 34: Drydocking (D) WORK ITEM 35: Temporary Services, Provide (D) WORK ITEM 36: Telephone Service, Provide (D) WORK ITEM 37: Gun Mounts, Renew (D) WORK ITEM 38: Rudder Assemblies, Remove, Inspect and Reinstall (D) WORK ITEM 39: Battery Charger, Install (D) WORK ITEM 40: Deck Covering (Wet), Reseal (D) WORK ITEM 41: Safety Rail, Renew (D) WORK ITEM 42: Interior Deck Covering System, Renew (D) iii (Rev-0)

WORK ITEM 43: Install Stainless Steel Hull Inserts and Renew BMDE Concentric Rings (D) WORK ITEM 44: Freeboard Preserve (100%) (O) WORK ITEM 45: Pilot House Deck, Inspect, Preserve, and Renew Electrical Matting (D) WORK ITEM 46: Fire Station “Camelback” Racks, Modify (TCTO TB3000) (D) WORK ITEM 47: Mooring Bits, Renew (EC 087-B-037) (D) WORK ITEM 48: Stern Light, Relocate (EC 087-B-041) (D) WORK ITEM 49: Weather Tight Door, Fuel Station, Install (TCTO TB6000) (D) 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 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 – as follows:

MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

American Welding Society (AWS): http://www.awspubs.com/index.php

ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

NFPA: http://www.nfpa.org

SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-001, Rev -, Tank CAPACITY - 95% 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 -, Docking Plan

Coast Guard Drawing 87 WPB 111-001, Rev G, Shell Expansion

Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan

Coast Guard Drawing 87 WPB 151-001, Rev L, Superstructure Details

Coast Guard Drawing 87 WPB 161-001, Rev C, Skeg Construction

Coast Guard Drawing 87 WPB 163-001, Rev H, Sea Chest Details

Coast Guard Drawing 87 WPB 165-001, Rev D, Transducer Details

Coast Guard Drawing 87 WPB 167-003, Rev -, Weather Tight Door for Fuel Station Access

Coast Guard Drawing 87 WPB 182-001, Rev A, Main Engine and Generator Foundations

Coast Guard Drawing 87 WPB 185-001, Rev AL, Auxiliary Foundation Booklet

Coast Guard Drawing 87 WPB 185-003, Rev-, Stern Light Foundation Modification

Coast Guard Drawing 87 WPB 243-001, Rev M, Propulsion Shaft Details

Coast Guard Drawing 87 WPB 243-050, Rev -, Propulsion Shaft: Single Sheet Detail

Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details

Coast Guard Drawing 87 WPB 256-001, Rev W, Sea Water Cooling Piping

Coast Guard Drawing 87 WPB 259-001, Rev D, Engine Exhaust Piping Details http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace vi (Rev-0)

Coast Guard Drawing 87 WPB 422-001, Rev E, Navigation Lighting System

Coast Guard Drawing 87 WPB 423-001, Rev U, Speed Log & Depth Sounder System

Coast Guard Drawing 87 WPB 521-001, Rev H, Firemain Piping

Coast Guard Drawing 87 WPB 526-001, Rev H, Scuppers & Deck Drains Piping

Coast Guard Drawing 87 WPB 555-002, Rev H, AFFF Engine Room Bilge Flooding System

Arrangement & Detail

Coast Guard Drawing 87 WPB 561-001, Rev J, 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 U, RHIB Deployment Structure

Coast Guard Drawing 87 WPB 593-001, Rev K, Sewage Piping

Coast Guard Drawing 87 WPB 601-001, Rev K, Outboard Profile, General Arrangements

Coast Guard Drawing 87 WPB 612-001, Rev N, Handrail Details

Coast Guard Drawing 87 WPB 621-001, Rev H, Joiner Work Details

Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Covering and Details

Coast Guard Drawing 87 WPB 635-001, Rev C, 87ft Coastal Patrol, Linings and Insulation Plan and

Details

Coast Guard Drawing 87 WPB 640-001, Rev N, Interior Furnishings

Coast Guard Drawing FL 2804-15, Rev A, Draft Figs

Coast Guard Fleet Drawing FL 2804-11, Rev E, Visual ID Numeral & Letter for Ships

Coast Guard Fleet Drawing FL 2804-12, Rev -, USCG Emblem

Coast Guard Fleet Drawing FL 2804-13, Rev G, Visual Identification Kit Schedule

Coast Guard Fleet Drawing FL 2804-15, Rev A, Draft Figures

NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), Jan 2009, Drydocking

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

Manual

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 6341_STD, 2004 Edition, Renew Deck Covering Systems

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

Seal Type EL

Coast Guard Technical Publication (TP) 4593B, Mar 2003, SWBS 562, Rudderstock Seal-Type EJ

Coast Guard Technical Publication (TP) 4593C, Feb 2002, SWBS 243, Manufacturer's Instruction Book, 87' WPB Propulsion Shaft Seals, John Crane Type F.S.E.

Coast Guard Technical Publication (TP) E-424-0230, SWBS 424, June 2006, Electromagnetic Log User’s

Manual

Coast Guard Technical Publication 4544A Battery Charger – Models A5/A22 and A40/A41.

Coast Guard TP 4544B Battery Charger - VMI 200 Series.

Coast Guard TP 4959 Battery Charger - Model PTMS-24-67 vii (Rev-0)

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements

Surface Forces Logistics Center Standard Specification 0341 (SFLC Std Spec 0341) Jan 2009, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 0342 (SFLC Std Spec 0342) Jan 2009, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install

Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2012, Temporary

Services

OTHER REFERENCES

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An)

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant

Alignment Instructions 8V396 TE94/Flange mounted BW 255

Bollinger Shipyards Drawing D97-0829, Rev J, Installation Drawing, 87’ USCG CPB/MTU 8V396TE94

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

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

Petrolatum

Commercial Item Descriptions (CID) A-A-59316, Nov 2003 Abrasive Materials for Blasting

DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems

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

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement

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-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

MIL-DTL-15562, May 1996, Matting or Sheet, Floor Covering Insulating for High Voltage requirements

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

MIL-PRF-23236, Aug 2003, Coating Systems for Ship Structures

MIL-PRF-24139, Mar 1987, Grease, Multipurpose, Water Resistant.

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use viii (Rev-0)

MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull

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

MIL-STD-1687, Sep 1994, Thermal Spray Processes For Naval Ship Machinery Application

MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main

Propulsion Shafting

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, 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), 2004, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/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 10/NACE No. 2, 2004, Near-White Blast Cleaning

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

Standard SSPC-SP 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of

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

8 Y Alignment Kit N/A 1 ea 5000.00

9 Y **Propeller shaft NSN: 2010-01-458-9175 2 ea. 9,566.14

9 N **Type FSE Face

(split)

PN: H75440-01-2-2 NSN:

5330-01-521-3559

2 ea. 1,995.07

9 N **Type FSE Seal

(split)

PN: H75440-01-1-1 NSN:

2040-01-521-2654

2 ea. 4,070.35

9 N Type FSE Seal Cup

(split)

PN: H75440-01-1-3 NSN:

3120-01-521-2390

2 ea. 188.24

9 N Type FSE O-Cord PN: H75440-01-1-4 NSN:

3120-01-521-2268

2 ea. 252.84

9 N Type FSE

Emergency Seal

PN: H75440-01-3-6 NSN:

5330-01-521-4855

2 ea. 260.92

9 N **Shaft Seal Bellow PN: H75440-01-2-1

NSN: 5340-01-521-3573

2 ea. 270.45

9 N *Compression Tool

Assembly

N/A 1 ea. 200.00

9 N *Alignment Kit N/A 1 set 3,000.00

12 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. 325.47

13 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. 399.50

14 N **Intermediate bearing carrier

NSN: 3130-01-F11-2388

P/N: 87 WPB 243-001 Item

2 ea. 899.53

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

P/N: 87 WPB 243-001 Item

2 ea. 5360.00

18 Y **Starboard

Propeller (RH)

PN: RH706-3350.00 NSN:

2010-01-457-0573

1 ea. 12,498.00

18 Y **Port Propeller

(LH)

PN: LH706-3350.00 NSN:

2010-01-459-0421

1 ea. 12,498.00

18 N *Propeller Nut

Wrench

N/A 1 ea 200.00

18 N **Propeller Nut NSN: 2010-01-458-9217 2 ea. 281.00

18 N **Propeller Nut, NSN: 5310-01-458-9125 2 ea. 252.94 x (Rev-0)

Locking

18 N Anode, Propeller Nut NSN: 5342-01-481-8403 2 ea. 272.00

19 N *** Fathometer transducer, shallow water, 50-200 kHz

NSN: 5845-01-531-2648 1 ea. 441.70

20 Y **Doppler Speed

Log Measurement

Rod

NSN: 6605-01-470-1266 1 ea. 4645.09

34 Y *Transducer Cover

Plate

N/A 2 ea. 50.00

38 Y **Rudder Assembly, port

NSN: 2040-01-461-1944 1 ea. 2,000.00

38 Y **Rudder Assembly, starboard

NSN: 2040-01-461-1943 1 ea. 2,000.00

38 N Upper Roller Bearing NSN: 3110-01-512-5534 2 ea. 244.62

38 N Wartsila EL Seals Kit NSN: 2040-01-565-9776 2 ea. 6300.00

38 N **Lower Bearing NSN: 3120-20-000-7677

PN: TBF113090

2 ea. 360.50

39 N 87WPB Battery

Charger Kit

NSN: 6130-01-F11-2167 1ea. 1,500.00

39 N Charger, Battery NSN: 6130-01-572-5998 2 ea. 2,825.72

43 N MDE Exhaust

Concentric Rings

NSN: 2990-01-537-5198 2 ea. 2,850.00

45 N Anti-fatigue matting

(556 Cushion Ease

Solid 3’ x 3’)

NSN: 7220-01-598-6144 15 ea. $45.15

46 N Hose Assembly, Non-metallic, Fire

Fighting

PN: MIL-H-24606 NSN:

4210-01-143-1404

10 ea 199.69

49 N 87WPB Fuel Door

Kit (see note 4.1 below for kit contents)

PN: 87WPB-167-003

NSN: 2040-01-F11-2172

1 ea $1300.00

*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 xi (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

1 Perform Ultrasonic Thickness Measurements (D)

9 Propulsion Shafts, Remove, Inspect, and Reinstall (D)

18 Propellers, Remove, Inspect, and Reinstall (D)

21 Sea Water System (Sea Valves, Strainers, Piping), Clean, Inspect and Repair (D)

22 RHIB Notch Skid Pads, Inspect (D)

34 Drydocking (D)

38 Rudder Assemblies, Remove, Inspect and Reinstall (D)

45 Pilot House Deck, Inspect, Preserve, and Renew Electrical Matting (D) xii (Rev-0)

PRINCIPAL CHARACTERISTICS

PC_87_WPB_0511

87' WPB

PHYSICAL CHARACTERISTICS

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 CHARACTERISTICS

Hull/Main Weatherdeck Material ABS Grade AH 36

Superstructure 5086 Aluminum

MACHINERY CHARACTERISTICS

Main Propulsion Two MTU 8V396TE94, sequential turbo-charged diesels

Reduction Gears Two ZF Type BW 255

Propulsion Shaft Two AQUAMET 22, 101.6mm xiii (Rev-0)

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-0)

00000_0413_FLT

REC_00000_FLT_ Commercial Project @ Contractor’ Facility (1212)

GENERAL REQUIREMENTS

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

2 (Rev-0)

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with SFLC Std Spec 6310, Chapter 11 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes

(provided in Chapter 11 of SFLC Std Spec 6310) are strictly prohibited.

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

3.5 HW disposal. The Contractor is considered as the generator of all contract-generated hazardous wastes and shall use its facility’s EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:

3.5.1 Contractor’s hazardous waste handlers shall comply with applicable requirements of 40 CFR 262.

3.5.2 All contract generated hazardous wastes shall be packaged in 49 CFR-compliant containers.

3.5.3 The designated wastes shall be disposed of at a state or Federally-approved and permitted HW TSDF.

3.5.4 Name of destination TSDF shall be submitted to the KO at the Arrival Conference.

3.6 SFLC Standard Specification Approved Changes. The Contractor shall be aware that the following are approved changes to published SFLC 2012 Edition Standard Specifications and supersede published content:

3.6.1 SFLC Std Spec 8634, Drydocking, Appendix A, page A5, paragraph A2.7.1.3 Side Blocks. Remove formula value shown as g – Acceleration of gravity – 32.3 Ft/sec2, and replace with formula value g -

Acceleration of gravity - 32.174 ft/sec2.

3.6.2 SFLC Std Spec 0740, Welding and Allied Processes. SFLC Std Spec 0740 added Appendix E, Stray Current

Protection. New Appendix is posted with SFLC Standard Specifications as a separate document on internet and intranet webpage.

3.6.2.1 SFLC Std Spec 0740, Welding and Allied Processes, page 1, paragraph 1.2 Appendices. Add ‘Stray

Current Protection’ to ‘Process Standard column of appendices table. Add ‘E’ to ‘Appendix’ column of appendices table.

3 (Rev-0)

3.6.2.2 SFLC Std Spec 0740, Welding and Allied Processes, page 4, paragraph 3.1.3 Stray current protection. Add

“The Contractor shall meet all requirements for stray current protection as specified in Appendix E - Stray

Current Protection.” directly after paragraph 3.1.3 title.

3.6.2.3 SFLC Std Spec 0740, Welding and Allied Processes, page 4, paragraph 3.1.3 Stray current protection.

Delete paragraphs 3.1.3.1 and 3.1.3.2.

3.6.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent.

Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard

Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.1 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 5, paragraph 3.4

Equipment Grounding. Add sentence, “Stray current protection for welding equipment is covered in SFLC

Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.2 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4

Equipment Grounding. Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.6.3.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4

Equipment Grounding. Delete Figure 5.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

4 (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 mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-based 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 mfgr.

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-12, SP-11, SP-10…).

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/NACE Inspector Signature Cert. # Date / Time

5 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

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 |

6 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

7 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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 _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

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

_____ mils _____ mils _____ mils _____ mils _____ mils

8 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS

CONDUCTIVITY

(microsiemens/cm)

9 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction

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

10 (Rev-0)

11000 _JLW_1210_87WPB

WORK ITEM 1: Perform Ultrasonic Thickness Measurements (D)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform up to 250 thickness measurements (UT shots) of hull plating and frames, by ultrasonic methods.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-013, Rev -, Docking Plan

Coast Guard Drawing 87 WPB 111-001, Rev G, Shell Expansion

COAST GUARD PUBLICATIONS

None.

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

3.2 (UT measurements).

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures.

Not applicable.

11 (Rev-0)

3.1.4 Interferences.

3.1.4.1 If UT measurements cannot be obtained due to interferences, the Contractor shall submit a CFR that details all necessary interference removal/reinstallation work. After the KO has released a CR, remove the interferences and reinstall after completion of associated work.

3.2 UT measurements. The Contractor shall perform up to 250 UT measurements in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C.

Create a sketch to show all locations selected for measurement and record all measurements in

Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item.

Submit a CIR that contains the sketch and completed Table I.

4. NOTES

This section is not applicable to this work item.

12 (Rev-0)

TABLE I - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

13 (Rev-0)

11001 _JLW_1210_87WPB

WORK ITEM 2: Perform Ultrasonic Thickness Measurements (O)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform up to 250 thickness measurements (UT shots) of hull plating and frames, by ultrasonic methods, in 10 lots of 25 measurements.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-013, Rev -, Docking Plan

Coast Guard Drawing 87 WPB 111-001, Rev G, Shell Expansion

COAST GUARD PUBLICATIONS

None.

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

Not applicable.

3.1.2 Technical Representative.

Not applicable.

14 (Rev-0)

3.1.4.1 If UT measurements cannot be obtained due to interferences, the Contractor shall submit a CFR that details all necessary interference removal/reinstallation work. After the KO has released a CR, remove the interferences and reinstall after completion of associated work.

3.2 UT measurements. The Contractor shall perform up to 250 UT measurements in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C.

Create a sketch to show all locations selected for measurement and record all measurements in

Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item.

Submit a CFR that contains the sketch and completed Table I.

15 (Rev-0)

TABLE I - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

16 (Rev-0)

12300_JLW_1210_87WPB

WORK ITEM 3: Dirty Oil Tank, Clean and Inspect (D)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean the following tank:

TYPE OF

TANK

LOCATION

CAPACITY - 95%

(gallons)

LOW SUCTION

(GALLONS)

Dirty Oil 2-13-2-F 86

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-001, Rev-, Tank CAPACITY - 95% Curves

Coast Guard Drawing 87 WPB 601-001, Rev K, Outboard Profile And General

Arrangement

COAST GUARD PUBLICATIONS

None.

OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)

C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil

Resistant Gaskets

3. REQUIREMENTS

3.1 General.

3.1.1 Operational test – initial. Prior to commencement of work, the Contractor shall witness an operational pre-test by Coast Guard personnel of all designated tank TLIs to demonstrate existing operational condition. Submit a CFR.

3.2 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as sediment or sludge, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the

17 (Rev-0) washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

3.3 Tank content and waste disposal. The Contractor shall dispose of tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COTR upon completion of work.

3.4 Inspection. The Contractor shall visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

Tank structural condition.

Inaccessible areas.

Oily water tank - Tank Level Indicator (TLI) and/or float switch condition.

Sounding tube and striker plate condition.

Suction and discharge piping condition.

Fastener material and condition (correct fastener material is stainless steel).

Strainers – verify that strainers are not touching the hull or tank bhds.

3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR at least

24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183.

3.6 Operational test – final. After all authorized work is complete, in the presence of the Coast

Guard Inspector, the Contractor shall thoroughly test and prove the TLI(s) to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.

4. NOTES

4.1 Equipment operation. Coast Guard personnel will operate all shipboard machinery and equipment during all operational tests.

18 (Rev-0)

12301_JLW_1210_87WPB

WORK ITEM 4: Oily Water Tank, Clean and Inspect (D)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean the following tank:

TYPE OF

TANK

LOCATION

CAPACITY - 95%

(gallons)

LOW SUCTION

(GALLONS)

Oily Water 2-13-1-F 85

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 085-001, Rev-, Tank CAPACITY - 95% Curves

Coast Guard Drawing 87 WPB 601-001, Rev K, Outboard Profile And General

Arrangement

COAST GUARD PUBLICATIONS

None.

OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)

C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil

Resistant Gaskets

3. REQUIREMENTS

3.1 General.

3.1.1 Operational test – initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs (oily water tank) to demonstrate existing operational condition. Submit a CFR.

3.2 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior coating system (if applicable). Remove cleaning media and residues continuously during the

19 (Rev-0) washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

3.3 Tank content and waste disposal. The Contractor shall dispose of tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COTR upon completion of work.

3.4 Inspection. The Contractor shall visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

Tank structural condition.

Inaccessible areas.

Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.

Oily water tank - Tank Level Indicator (TLI) and/or float switch condition.

Sounding tube and striker plate condition.

Suction and discharge piping condition.

Fastener material and condition (correct fastener material is stainless steel).

Strainers – verify that strainers are not touching the hull or tank bhds.

3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR at least

24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183.

3.6 Operational test – final. After all authorized work is complete, in the presence of the Coast

Guard Inspector, the Contractor shall thoroughly test and prove the TLI(s) to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.

4. NOTES

20 (Rev-0)

12302_JLW_1210_87WPB

WORK ITEM 5: Tanks (MP Fuel Service), Clean and Inspect (D)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tanks:

TYPE OF

TANK

LOCATION

CAPACITY - 95%

(gallons)

LOW SUCTION

(GALLONS)

Diesel Fuel 3-9-1-F 1450 40

Diesel Fuel 3-9-2-F 1450 40

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 601-001, Rev K, Outboard Profile and General

Arrangement

COAST GUARD PUBLICATIONS

None.

OTHER REFERENCES

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

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)

C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil

Resistant Gaskets

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard Drawing 87 WPB 601-001 for guidance.

3.1.1 Operational test – initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs to demonstrate existing operational condition. Submit a CFR.

21 (Rev-0)

3.2 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

3.3 Tank content and waste disposal. The Contractor shall dispose of tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COTR upon completion of work.

3.4 Inspection. The Contractor shall visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

Tank structural condition.

Inaccessible areas.

Sounding tube and striker plate condition.

Suction and discharge piping condition.

Fastener material and condition (correct fastener material is stainless steel).

Strainers – verify that strainers are not touching the hull or tank bhds.

TLI and/or float switch condition.

3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of any KO-authorized repair and preservation procedures. Notify the COTR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard

Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183.

3.6 Operational test – final. After all authorized work is complete, in the presence of the Coast

Guard Inspector, the Contractor shall thoroughly test and prove the TLI(s) to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.

4. NOTES

22 (Rev-0)

15001_ JLW_1210_87WPB

WORK ITEM 6: Superstructure, Preserve (“100%”) (O)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve the aluminum surfaces.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 601-001, Rev K, Outboard Profile, General Arrangements

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

OTHER REFERENCES

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures. The Contractor shall accomplish the following tasks:

3.1.3.1 Protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in SFLC Std Spec 0000, paragraph

3.3.3 (Vessel component, space, and equipment protection).

23 (Rev-0)

3.1.3.2 Abide by all applicable environmental protection tasks, as specified in paragraph in SFLC

Std Spec 0000, Appendix A (Requirements for Environmental Protection).

3.1.3.3 Equipment/components to be protected include, but are not limited to:

Life lines.

Bulkheads.

Windows.

Deck surfaces.

3.1.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec

0000, paragraph 3.3.5 (Interferences):

Electrical/electronic equipment.

Junction boxes.

Fire stations.

3.2 General preservation requirements. The Contractor shall prepare and coat the superstructure surfaces, using the system specified for “Freeboard/Superstructure/Mast

(Freeboard/Superstructure) in SFLC Std Spec 6310, Appendix A (Cutters and Boats Painting

Systems), for the applicable aluminum substrate.

CAUTION!

Surface preparation per Option I is NOT “brush-off blast”.

3.2.1 Select White (17975) as the finish/top coating color.

3.2.2 Color-coat all miscellaneous details and fittings in accordance with the Table I below, as applicable.

TABLE 1 - COLORS FOR MISCELLANEOUS DETAILS

COMPONENT *TOP COLOR COAT

Awning Ridgepoles White (17925)

Handrails and Lifeline Stanchions White (17925) Knife edges on watertight doors and hatches Do not paint.

Name Plates No coating.

*Numbers indicated are FED-STD-595 colors.

3.3 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph

3.2.4.2 (In-process QC measures for “critical-coated surfaces).

Surfaces being preserved are considered “critical-coated surfaces”.

24 (Rev-0)

3.4 Repair of un-intended damages. The Contractor shall repair all damages, including overspray, incurred to surfaces not covered by the scope of this work item, during surface preparation and paint application procedures.

3.5 Abrasive grit compliance conformance. If abrasive blasting is selected by the Contractor as the surface preparation method, the Contractor shall ensure that the abrasive material used on all aluminum…