JEFFERSON_ISLAND_UPDD_OB_FY12R0.pdf

USCGC JEFFERSON ISLAND (WPB 1340)

110 FOOT "C CLASS" PATROL BOAT (USCG)

SPECIFICATION FOR UNPLANNED DRYDOCK REPAIRS

FY2012

Developed By: Tim O'Brien

(Rev-0, 20 September 2012)

USCGC JEFFERSON ISLAND (WPB-110C) UNPLANNED DRYDOCK AVAILABILITY FY2012

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iv Consolidated List of References ................................................................................................................................ v Consolidated List of Government-furnished Property .............................................................................................. x Consolidated List of Critical Inspection Items ........................................................................................................ xii Principal Characteristics ......................................................................................................................................... xiii General Requirements WORK ITEM 1: Hull Plating (Side Scan), Ultrasonic Testing (O) WORK ITEM 2: Hull Plating, U/W Body, Inspect (D) WORK ITEM 3: Hull Plating (U/W Body), Ultrasonic Testing (D) WORK ITEM 4: Hull Plating (Freeboard), Ultrasonic Testing (O) WORK ITEM 5: Hull and Structural Plating Repairs -Crack (Aluminum) (O) WORK ITEM 6: Hull and Structural Plating Repairs - Crack (Steel) (O) WORK ITEM 7: Hull and Structural Plating Repairs - Eroded Weld (Aluminum) (O) WORK ITEM 8: Steel Hull and Structural Plating Repairs (5-Pound) (O) WORK ITEM 9: Steel Hull and Structural Plating Repairs (7.0 Pound, 7.5-Pound or 7.65-Pound) (D) WORK ITEM 10: Steel Hull and Structural Plating Repairs, Corrugated Plate (4.0-Pound) (O) WORK ITEM 11: Hull and Structural Plating Repairs (6.0-Pound or 5.63-Pound) (O) WORK ITEM 12: Hull and Structural Plating – 10.0-Pound Steel, Repair (O) WORK ITEM 13: Tanks (Fuel Service), Clean and Inspect (D) WORK ITEM 14: Voids (Non-Accessible), Leak Test (D) WORK ITEM 15: Tanks (Fuel Stowage and Overflow), Clean and Inspect (D) WORK ITEM 16: Voids (Non-Accessible), Preserve Internal Surfaces (D) WORK ITEM 17: Tanks (MP Fuel Service), Clean and Inspect (D) WORK ITEM 18: Tanks (Potable Water), Clean and Inspect (D) WORK ITEM 19: Tanks (Dirty Oil and Waste), Clean and Inspect (D) WORK ITEM 20: Propulsion System, Alignment Check (D) WORK ITEM 21: Propulsion Shafting, Remove, Inspect, and Reinstall (D) WORK ITEM 22: Mechanical Shaft Seal Assemblies, Overhaul (O) WORK ITEM 23: Propulsion Shaft Bearings (External), Renew (D) WORK ITEM 24: Propulsion Shaft, Stern Tube Forward Bearing, Renew (O) WORK ITEM 25: Propulsion Shaft, Forward Bearing Housing, Renew (O) WORK ITEM 26: Propellers; Remove, Inspect, and Reinstall (D) WORK ITEM 27: Sea Chests, Repairs (O) WORK ITEM 28: Sea Valves and Waster Pieces, Overhaul or Renew (O) WORK ITEM 29: Rudder Assembly, Remove, Inspect and Reinstall (D) WORK ITEM 30: Fin Stabilizers (General), General Maintenance (D) WORK ITEM 31: Tanks, (Grey Water) Clean and Inspect (D) WORK ITEM 32: Tanks, (Sewage Holding) Clean and Inspect (D) WORK ITEM 33: Tanks (Sewage Holding), Preserve “Partial” (O) WORK ITEM 34: Tanks (Aft Grey Water), Preserve “Partial” WORK ITEM 35: Tanks (Dirty Oil), Preserve “Partial” WORK ITEM 36: Tanks (Oily Water), Preserve “Partial” WORK ITEM 37: Tanks (Potable Water), Preserve “Partial” WORK ITEM 38: Bilge Surfaces, Preserve (D) WORK ITEM 39: Battery Space, Preserve and Insulate (O) WORK ITEM 40: U/W Body, Preserve “100%” (D) WORK ITEM 41: U/W Body, Preserve (“100%”) (Used with Side Scan) (O) WORK ITEM 42: Stern Tube Interior Surfaces, Preserve 100% (O) WORK ITEM 43: Hull Plating Freeboard, Preserve -“100%” (O) iii (Rev-0)

WORK ITEM 44: Hull Plating Freeboard, Preserve “100%” Used with Side Scan (O) WORK ITEM 45: Cathodic Protection System (Bilge and Sea Chest), Renew (D) WORK ITEM 46: Cathodic Protection System, Inspect and Maintain (D) WORK ITEM 47: Renew Floating Deck System in Aft Berthing (O) WORK ITEM 48: Drydocking (D) WORK ITEM 49: Temporary Services, Provide (D) WORK ITEM 50: Data Service, Provide (O) WORK ITEM 51: Sea Trial Performance, Provide Support (D) WORK ITEM 52: Dining and Lodging, Provide (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 110C WPB 562-001, Rev G, Rudder Details (Stock and Blade Details)

«DWG»

110C WPB 245-001

Coast Guard Drawing 110 WPB 074-002, Rev -, Welding Details Handbook Coast Guard Drawing 110 WPB 085-002, Rev -, Docking Plan Coast Guard Drawing 110 WPB 085-007, Rev D, Booklet of General Drawings Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle Coast Guard Drawing 110 WPB 111-001, Rev B, Shell Expansion Coast Guard Drawing 110 WPB 114-001, Rev B, Stern Flap Coast Guard Drawing 110 WPB 114-002, Rev A, Spray Rail Arrangement and Details Coast Guard Drawing 110 WPB 163-001, Rev -, Main Sea Chest Details Coast Guard Drawing 110 WPB 163-002, Rev -, Auxiliary Sea Chest Details Coast Guard Drawing 110 WPB 201-003, Rev-, Machinery Arrangement Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shaft Details Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shafting & Details Coast Guard Drawing 110 WPB 601-002, Rev D, Outboard Profile and Weather Decks Coast Guard Drawing 110B WPB 163-002, Rev C, Auxiliary Sea Chest Details Coast Guard Drawing 110C WPB 085-001, Rev -, Tank Capacity Curves 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 110C WPB 085-002, Rev A, Docking Plan (General Location Layout) Coast Guard Drawing 110C WPB 085-007, Rev B, Booklet of General Plans Coast Guard Drawing 110C WPB 111-001, Rev B, Shell Expansion Coast Guard Drawing 110C WPB 111-001, Rev C, Shell Expansion Coast Guard Drawing 110C WPB 113-001, Rev B, Inner Bottom Plating Coast Guard Drawing 110C WPB 117-001, Rev D, Transverse Sections Coast Guard Drawing 110C WPB 121-001, Rev -, Longitudinal Bulkheads Coast Guard Drawing 110C WPB 161-001, Rev A, Main Shaft Strut Details Coast Guard Drawing 110C WPB 161-002, Rev B, Main Shaft Strut Installation Coast Guard Drawing 110C WPB 161-003, Rev A, Intermediate Shaft Strut Details Coast Guard Drawing 110C WPB 161-004, Rev B, Intermediate Shaft Strut Installation Coast Guard Drawing 110C WPB 161-005, Rev F, Stern Tube Installation Details Coast Guard Drawing 110C WPB 161-005, Rev F, Stern Tube Installation Details.

Coast Guard Drawing 110C WPB 163-002, Rev A; Auxiliary Sea Chest Detail Coast Guard Drawing 110C WPB 243-002, Rev A, Propulsion Shafting & Details Coast Guard Drawing 110C WPB 243-002, Rev B, Propulsion Shafting & Details Coast Guard Drawing 110C WPB 243-005, Rev C, Shaft Locking Details Coast Guard Drawing 110C WPB 245-002, Rev A, Assembly of Oil Injection Equipment Coast Guard Drawing 110C WPB 256-002, Rev A, Water Cooling System Arrangement & Details Coast Guard Drawing 110C WPB 501-001, Rev H, Piping System Schematics Coast Guard Drawing 110C WPB 528-002, Rev-, Sewage Piping Arrangement & Details Coast Guard Drawing 110C WPB 561-001, Rev -, Steering System Details Coast Guard Drawing 110C WPB 561-004, Rev A, Steering System Details – Piping Coast Guard Drawing 110C WPB 562-001, Rev E, Rudder Details (Stock & Blade Details) Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (Stock & Blade Details) Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System (Struct Locs & Dets) Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilizer System Coast Guard Drawing 110C WPB 565-002, Rev -, Fin Stabil Details - Piping Coast Guard Drawing 110C WPB 621-005, Rev F, Joiner Work Details Coast Guard Drawing 110C WPB 633-001, Rev-, Cathodic Protection Plan and Details Coast Guard Drawing 110C WPB 633-001, Rev-; Cathodic Protection Plan & Details Coast Guard Drawing 110C WPB 633-002, Rev D, Cathodic Protection Installation, Schematic, & Layout Coast Guard Drawing 110C WPB 635-001, Rev D, Linings & Insulation, Plan & Details Coast Guard Drawing 110C WPB 635-001, Rev D, Linings And Insulation Plan And Details Coast Guard Drawing 110C WPB 636-001, Rev-, Noise Damping Details Coast Guard Drawing 110C WPB 85-007, Rev B, Booklet Of Gen Drawings (List Of PARTICULARS) Coast Guard Drawing 110C WPB 85-007, Rev B; Booklet of Gen Drawings (List of Particulars) Coast Guard Drawing FL 2804-13, Rev G, Visual ID Kit Sched Coast Guard Drawing FL 2804-13, Rev G, Visual ID Kit Schedule Coast Guard Drawing FL 2804-15, Rev-, Draft Figs Coast Guard Fleet Drawing FL 2804-11, Rev D, Visual ID Numeral & Letter for Ships vii (Rev-0)

Coast Guard Fleet Drawing FL 2804-12, Rev-, U.S.C.G. Emblem Coast Guard Yard Drawing xxxxxx, Rev 1, Title

COAST GUARD PUBLICATIONS

{delete SFLC Std Spec 0740, if UT measurement is requested vice visual (see paragraph 3.1.5)}.

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

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

Manual Coast Guard Technical Publication (TP) 2924, Jun 1990, General Information Book and Operating

Manual for USCG 110 Foot Patrol Boat, Annex 1B, Propeller Renewal Procedure Coast Guard Technical Publication (TP) 3495, May 2002, Chapter 243, Installation Duramax Shaft Seal

System Coast Guard Technical Publication (TP) 3907, Feb 2007, SWBS 565, Ship's Fin Stabilizing System Coast Guard Technical Publication (TP) 4655, Aug. 2007, Chapter 633-A, Cathodic Protection System Coast Guard Technical Publication (TP) 4691, SWBS 593, Section E, December 1985, Sewage System Coast Guard Technical Publication (TP)-3906, Oct 2002, Ship’s Steering Gear System Coast Guard Technical Publication (TP)-4666, Feb 2008, Steering System Coast Guard Technical Publications (TP) 4613, Manufacturer’s Instruction Book – SWBS GROUP(S)

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

New Deck Covering Systems Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), Jan 2009, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide

Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute/American Society of Mechanical Engineers (ANSI/ASME), B4.1-

1967, (reaffirmed 2009), Preferred Limits and Fits for Cylindrical Parts American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2006, Recommended Practice for

Nondestructive Testing Personnel Qualification and Certification American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End ASTM International (ASTM) B209, 2004, Standard Specification for Aluminum and Aluminum-Alloy

Sheet and Plate viii (Rev-0)

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface

Profile of Blast Cleaned Steel ASTM International (ASTM) D5363, 2003, Standard Specification for Anaerobic Single Component

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

Adhesives (An) ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual

Ultrasonic Pulse-Echo Contact Method ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates ASTM International (ASTM), D3951, Re-approved 2004, Standard Practice for Commercial Packaging Coast Guard Preventive Maintenance Manual, 110 WPB PMS Manual (Series), E-Q-624 Code of Federal Regulations (CFR) Title 33 CFR, 2008, 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-59316, Nov 2003, Abrasive Materials for Blasting 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 Specification (Fed Spec), MMM-A-121, Oct 1999, Adhesive Bonding Vulcanized Synthetic

Rubber to Steel Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement International Organization for Standardization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application 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-24456, Jun 1979, Adhesive for Plastic-Vibration Damping Tile MIL-PRF-24635, 2009, Coating Systems, Weather-Resistant, Exterior Use 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-2148, Oct 1989, Vibration Damping Materials, Procedures for Installation, Maintenance, and

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

PRO-160, Jan 2006, Chapter 16, Cofferdams NAVSEA Drawing 803-921865, Rev P; Cathodic Protection Hull Zinc Anodes ix (Rev-0)

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) 4348, Core, 1995, Honeycomb, Aluminum Alloy, Corrosion Inhibited for Sandwich Construction 5052, 350 (177)

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) A 25463, 1999, Adhesive, Film Form, Metallic Structural Sandwich Construction

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.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC), June 1996, Paint Application Specification No. 2 (PA-2), Measurement of Dry Coating Thickness with Magnetic Gages

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 x (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)

21 N **4" Diameter x 28'

Long, Aquamet-17 propulsion shaft

NSN: 2010-01-445-7940 2 ea. 8,700.00

21 N *Oil Injection Equipment Kit

N/A 1 set 6,000.00

22 N Shaft seal assembly kit NSN: 5330-01-497-8095 2 ea. 859.48 22 N **Shaft seal assembly NSN: 4320-01-497-8057 2 ea. 3,111.84 22 N Emergency Shaft Seal

Inflator Kit NSN: 5330-01-497-9866 2 ea. 175.00

23 N Main Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16â €

Long

NSN: 3120-01-222-3927 2 ea. 200.00

23 N Intermediate Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16â €

Long

NSN: 3120-01-222-3927 2 ea. 200.00

24 N Stern Tube Bearing, Bronze and Rubber cutlass bearing, 4" ID x 5" OD x 8â €

Long

NSN: 3120-01-238-0689 2 ea. 150.00

25 N **Forward Bearing Housing

NSN: 3130-01-442-2863 2 ea. 2,472.11

26 Y **Propeller, LH NSN: 2010-01-222-2440 1 ea. 23,445.00 26 Y **Propeller, RH NSN: 2010-01-222-2441 1 ea. 22,800.00 29 Y **Rudder NSN: 2040-01-223-2674 2 ea. 25,000.00 29 N **Lower Rudder

Bearing NSN 3120-01-477-8696 2 ea. 1,364.00

30 N Spherical Roller Bearing

NSN: 3110-00-902-7288 2 314.80

30 N Spherical Roller Bearing

NSN: 3120-99-806-7289 4 221.07

30 N Bolt, Trunnion, Special NSN: 2030-99-538-1449 4 45.00 30 N Tiller Pin (Bolt) NSN: 5306-99-538-1451 4 145.44 30 N Tiller Spacer Flange

Bush

NSN: 5365-99-807-4040 4 163.73

30 N Trunnion Spacer NSN: 3120-01-396-1724 4 159.25 xi (Rev-0)

Flange Bush 30 N Circlip NSN: 5365-99-902-2593 8 2.76 30 N Fin 25/32 Washer NSN: 5310-99-538-1450 4 4.44 30 N Actuator seals NSN: 5330-99-729-7570 4 128.87 30 N Fin Rod Eye Bearings

(Assy)

NSN: 3120-01-377-1940 4 1,190.95

30 N Rod Eye Locknut NSN: 5310-01-468-7665 4 23.76 30 N Tiller Pin nylock nut NSN: 5315-01-485-3148 4 20.86 30 Y **Fin Stabilizer assembly

NSN: 2040-99-726-4768 2 19,987.00

30 N **Fin Stabilizer Lower Bearing/Bushing

NSN: 3120-99-726-2345 2 1,091.25

30 N Fin Stabilizer Cooler NSN: 2930-99-729-7562 2 399.59 30 N Fin Stabilizer Sealing

Kit consists of (5) pre-cut rings of Slade 3300 packing material

(DELAMAR)

NSN: 2040-01-566-3198 2 499.80

30 Y *Compression tool for fin packing

(DELAMAR)

PCK58 1 200.00

39 N Sound Damping Tiles NSN: 9330-01-249-8427 4 boxes 446.00 46 N Shaft Ground

Assembly NSN: 5977-01-204-9914 2 ea. 912.00

46 N **Reference Electrode NSN: 5977-01-203-7800 2 ea. 2,093.90 46 N **Anode Kit NSN: 5340-01-206-2354 2 ea. 3,922.00 48 Y *Transducer Cover

Plate N/A 1 ea. 50.00

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xii (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000_STD, paragraph

3.2.6.5 (Inspection report particulars)):

Work Item Title

2 Hull Plating (U/W Body), Inspect

3 Hull Plating (U/W Body), Ultrasonic Testing

14 Voids (Non-Accessible), Leak Test

20 Propulsion System, Alignment Check

21 Propulsion Shafting, Remove, Inspect, and Reinstall

26 Propellers; Remove, Inspect, and Reinstall

29 Rudder Assembly, Remove, Inspect and Reinstall

30 Fin Stabilizers (General), General Maintenance xiii (Rev-0)

PRINCIPAL CHARACTERISTICS

PC_110C_WPB_0909

110’ WPB (“C”-CLASS) PATROL BOAT

PHYSICAL CHARACTERISTICS

Length Overall 110' 0" or 113' if stern flap present

Length between Perpendiculars 104' 0"

Depth 10' 1/2"

Beam, Molded 21' 3"

Depth, Molded N/A

Full Load Draft 6' 5-3/4"

Height of Highest Projection 55'

Full Load Displacement 165 long tons

Anchor 150 lb Danforth with 450 ft. 4" nylon rope

Shore Tie Voltage Requirements 450VAC 400A 3PH, 60Hz ungrounded

HULL CHARACTERISTICS

Hull BS-4360, GR 43A Steel

Main Weatherdeck & Superstructure 5086 Aluminum Alloy

Frame Spacing

Frames 9-10; 24" Frames 10-13; 48" Frames 13-16; 47" Frames 16-17; 23" Frames 17-22; 47" Frames 22-28; 49" Frames 28-33; 47" Frames 33-36; 24"

Bulkheads Seven watertight transverse

Fin Stabilizers Frame 22 xiv (Rev-0)

110’ WPB (“C”-CLASS) PATROL BOAT

MACHINERY CHARACTERISTICS

Main Propulsion Two Caterpillar 3516 DITA V-16 diesel; 2730 BHP each @ 1910 RPM

Reduction Gears Two ZF Model BW 755 reversible reduction gearboxes, 2.330:1 ratio

Number of Propellers 2

Number of Blades 5

Diameter of Propeller 49.6"

Pitch 61.4"

RPM N/A

Shaft Monel Alloy K500, or AQUAMET 17

Shaft Diameter 4"

Shaft Seal Shaft Packing

Shaft Bearings Stern tube, Rubber Cutless or Thordon

Rudders Twin underslung type, 5 sq ft each

Ship's Service Generators Two Caterpillar Type 3304BT diesel; 99KW, 460V, 60Hz, 3-phase, 3-wire @ 1800 RPM

TANK CAPACITIES

Fuel Oil (95%) 9,306 gal

Fresh Water (100%) 940 gal

Lubricating Oil (95%) 109 gal

1 (Rev-0)

00000_PWB_0312_FLT

REC_0000_FLT_ Commercial Project @ Contractor’ Facility (0212)

General Requirements

1. SCOPE

1.1 Intent. This item describes the general requirements to be followed by the Contractor while conducting this availability.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and

Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface

Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel

Surfaces Prepared by Dry Abrasive Blast Cleaning Code of Federal Regulations (CFR) Title 33 CFR, 2008, 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

2 (Rev-0)

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.

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 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

• Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

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

NOTE

NAVSEA APPROVAL IS NOT REQUIRED FOR WELDING PROCEDURES SUBMITTED BUT THE

PROCEDURES MUST BE REVIEWED AND SHOWN TO SATISFY THE REQUIREMENTS SET

FORTH IN NAVSEA TP 1688, BY A WELDING REGULATORY AGENCY. THE REQUIREMENTS

FOR WELDING WELDOX 900 SHALL BE CONSIDERED THE SAME AS THOSE FOR WELDING

HY-130

3.4 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:

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

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

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

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

3.5 Interim changes and additions to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes and additions to the 2009 Edition of SFLC Std Spec 0000:

3.5.1 Acronyms and term definitions – paragraph 1.3 (Acronym and term definitions).

3.5.1.1 The term “COTR” has been replaced with “COR”, which is defined as follows:

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“COR”: Contracting Officer’s Representative – the person delegated by the KO as the on-scene representative for matters concerning performance of work; this includes correctness, timeliness, and quality of the Contractor’s work. Normally, the CO/OINC is designated the COR.”

3.5.1.2 Definition addition for the term “Ungrounded, as follows:

• “Ungrounded”: A power system where all of the current-carrying conductors and windings

(including any neutral connection) are insulated from ground. In contrast, a generator or transformer in which at least one conductor or point (usually the midpoint or corner of a delta winding or the common center of a wye winding) is intentionally grounded, either solidly or through an impedance, is considered grounded. Note that the distinction concerns only current-carrying conductors; for both ungrounded and grounded power systems, non-current carrying metal parts and equipment grounding conductors are always bonded to earth ground for personnel safety. At non-Governmental facilities, dockside wye connected transformer secondary windings are almost always grounded and are generally not suitable for connection to a Coast Guard cutter without a separate Contractor furnished isolation transformer.”

3.5.2 Changes to paragraph 3.2.4 2.3 (QP-1 Inspector or Tech Rep duties).

“3.2.4.2.3 QP 1 Inspector or Tech Rep duties.

3.2.4.2.3.1 The Coating Inspector for the “QP 1-certified” Contractor or the Contractor-provided NACE-certified Tech Rep shall remain on site, to perform the following duties, as applicable, for each work item that involves preservation of “critical-coated surfaces”:

• Verify inspection instrument calibration.

• Verify and approve the suitability of ambient conditions before surface preparation is begun, and before each coat of paint is applied.

• Verify all aspects of surface preparation – including, but not limited to:

o Cleanliness of compressed air.

o Adequacy of solvent cleaning.

o Proper handling of blast media.

o Actual surface preparation procedure.

• Inspect and approve final surface preparation, before application of primer coat.

• Supervise and approve coating system preparation and application procedures, including but not limited to: mixing and thinning, stripe coating application, spray techniques, and film thickness measurements and recordings.

• Determine when applied coats have sufficiently cured for overcoating, or for system service resumption (see paragraph A2.1.18 (Critical drying time requirements)).

• Complete and sign the quality assurance (QA) inspection forms (see QA-1 thru QA-5), provided in Appendix A (Requirements for Preservation of Ship Structures) of this document.

• Submit all completed QA inspection forms to the COR (through the Contractor), upon completion of work.

3.2.4.2.3.2 The Contractor shall ensure the NACE Inspector is formally informed - via suitable subcontract documentation- and is willing and able to perform of all duties listed above. Submit documentation of this contract and assumption of duties to the KO at the Arrival Conference.”

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3.5.3 Changes to contents of paragraph 3.2.5 (Planning document).

“3.2.5 Planning document. The Contractor shall generate a legible Planning Document (PD) with the following characteristics:

• Graphical in format (see Fig. 1 (Sample Planning Document Submittal)).

• Shows overall period of performance for each CLIN, with start and stop dates of major sub-tasks.

• Contains due dates for Critical Inspection Reports (CIR) and any events requiring Coast

Guard Inspector presence.

• Identifies all work item time periods that require OEM Tech Rep assistance.

• Identifies the “critical paths” for the project.

• Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.2.5.1 Ensure that the PD also includes the names, contact information, and written commitment from all Tech Reps required by the Contract - indicating they are available for work during the proposed time period.

3.2.5.2 Submit a preliminary electronic copy of the PD to the COR - for Government review - no later than one week after contract award.

3.2.5.3 Submit 3 copies of the PD to the COR, 15 days prior to the start of the performance period, and at all weekly Progress Meetings.

NOTE

A separate document, specifically prepared for the Government is not desired or required. A copy or summary of the Contractor’s internal scheduling document is preferred.

FIG. 1 - SAMPLE PLANNING DOCUMENT SUBMITTAL

3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained. Submit the resource constraint and scheduling evaluation via a CFR.

ID Task Name 1 Overhaul Anchors & Anchor Chains 2 Remove from Cutter

3 Inspect & Measure Chains

4 Submit Critical Inspection Report

5 Preserve Anchors & Chains

6 Reinstall to Cutter

W T F S S M T W T F S S M T W T F S S M T W T F S S M Mar 18, '01 Mar 25, '01 Apr 1, '01 Apr 8

ID Task Name 1 Overhaul Anchors & Anchor Chains 2 Remove from Cutter

3 Inspect & Measure Chains

4 Submit Critical Inspection Report

5 Preserve Anchors & Chains

6 Reinstall to Cutter

W T F S S M T W T F S S M T W T F S S M T W T F S S M Mar 18, '01 Mar 25, '01 Apr 1, '01 Apr 8

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NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to ‘crash’ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project extension.”

3.5.4 Additional sub-paragraphs to paragraph to 3.2.6.5 (Inspection report particulars).

“3.2.6.5.3 CFR tracking system. The Contractor shall create and maintain a CFR tracking system for the project. At a minimum, ensure that the CFR tracking system shall list all required reports, broken down by the following:

• Work item and paragraph number.

• Due dates.

• Submission dates.

• CFR/CIR submission number.

3.2.6.5.3.1 Be aware that the COR will respond via the CFR reply as to whether the CIR/CFR ‘fully’ or ‘partially’ satisfied the inspection and reporting requirements in the associated work item.

3.2.6.5.3.2 When submitting a CFR, ensure that the applicable work item and paragraph number for which the inspection report is being submitted is included on the CFR.

3.2.6.5.3.3 Submit a copy of the CFR tracking sheet to the COR at the arrival conference.

3.2.6.5.3.4 At a minimum the Contractor shall update and submit a copy of the CFR tracking sheet to the COR the day before each weekly progress meeting. At the required CFR due date, submit the CFR tracking sheet to the COR via a CFR for review and formal archiving with the project records.”

3.5.5 Changes to contents of paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems).

“3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems.

When the shipboard grey water and sewage systems are disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:

• Shower stalls are equipped with privacy screens.

• Sinks are provided with fresh hot and cold water.

• Electrical convenience GFI receptacles, in accordance with NFPA 70, National Electric

Code (NEC), are located in vicinity of sinks.

• Toilets have doors or privacy dividers.

• Lockers are capable of being locked.”

3.5.6 Changes to contents of paragraph 3.3.2.1.1 (Water depth).

“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:

• Ordinary low water mark on non-tidal rivers.

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• At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”

3.5.7 Electrical compliance planning.

“3.3.14 Electrical compliance planning. For cutter availabilities, the Contractor shall submit to the KO the following electrical compliance planning documentation during the pre-award phase of the contract.

3.3.14 1 Shore power. When ungrounded shore power is to be provided per SFLC Std Spec 8635, provide a one line electrical diagram showing how such power will be supplied, including the winding and grounding configuration and rating of any generator or isolation transformer. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.

3.3.14.2 Arc welding. When electric arc welding is to be performed per SFLC Std Spec 0740 while the vessel is waterborne, provide a diagram showing the general proposed location of each welding machine, the grounding configuration of each machine, and the return current conductor size and length. For drydock availabilities, separate diagrams may be necessary for waterborne and non-waterborne periods.

3.3.14.3 Hull bonding and lightning protection. For work periods while the vessel is not waterborne, provide a diagram showing how the hull grounding straps required by SFLC Std Spec 8635 will be sized (length and gauge) and connected.

3.3.14.4 Tool and equipment power. Provide a diagram showing how Contractor tool and equipment power will be supplied and distributed for dockside and shipboard use in accordance with SFLC Std Spec 0450. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.”

3.5.8 Changes to paragraph to A2.1.1.3 (Document submission).

A1.1 “A2.1.1.3 Document submission.

A1.2 A2.1.1.3.1 For all work involving preservation of “critical-coated surfaces”, ensure the following is submitted to the COR at the Arrival Conference, for each coating system intended to be applied:

• Coating system manufacturer’s name.

• Product data sheets.

• MSDS.

• COC.

A1.3 A2.1.1.3.2 Documentation shall be broken out by work item, to also include the following information:

• Brand name.

• Color.

• Intended mil thickness.

• Time between coats.

• Intended final cure time prior to immersion or full duty rating, as applicable.

A1.4 A2.1.1.3.3 For work involving preservation of surfaces not designated as “critical-coated surfaces”, submit all product data sheets, MSDS, and COC to the COR, prior to commencement of

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3.5.9 Requirements changes to paragraphs A2.1.5 (Tenting) and A2.1.6 (Ambient condition control).

“A2.1.5 Tenting and ambient condition control – “for critical-coated surfaces”.

A2.1.5.1 When the ambient condition parameters necessary for full paint cure or to meet environmental conditions, as required in paragraph A.2.1.4 (Ambient condition parameters), cannot be met for successful application and curing of “critical-coated” surface coating systems, the Contractor shall provide the following, at no additional cost to the Government:

• Suitable tenting, as applicable, for exterior surface preservation.

• Suitable ambient condition control equipment, which may include, but not be limited to the below-listed, to create and maintain ambient conditions recommended by the coating system’s manufacturer, and facilitate successful coating application and curing.

o AC system.

o Heaters.

o Blowers.

o Dehumidifiers.

A2.1.5.2 Submit an ambient condition control plan to the COR within 24 hours prior to initiating ambient condition control process

NOTE

The Contractor is expected to be aware of the advent of environmental conditions that are adverse to preservation of critical-coated surfaces and include all costs in

3.5.10 Pre-surface preparation requirements – additional to paragraph A2.1.7 (Pre-surface preparation requirements).

“A2.1.7.4 Coupon test. In order to ensure production of required surface profile, the Contractor shall accomplish the following, tasks, whenever abrasive-blasting is required in a work item:

A2.1.7.4.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Use a new metal plate, of the same metal type and material properties as the area to be blasted, steel or aluminum plate, as applicable. For steel plates, the new plate shall have the mill scale intact and the plate will be in a Rust Grade "A" condition, per the SSPC-VIS 1 visual standard cards. No existing anchor profile, other than the surface irregularities from the manufacturing process are permitted on the test coupon. The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot. The test coupon shall be affixed so as to not permit excessive movement during the performance test.

CAUTION!

Do not affix the coupon to the vessel nor shall the blast media from the performance test strike the vessel during the test

A2.1.7.4.2 Ensure that the abrasive blasting operation test on the test coupon is with the very same setup that will be used to blast the vessel. The setup shall include, but not be limited to:

• The abrasive media to be used (material and media size).

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• Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).

• Delivery rate and pressure settings.

A2.1.7.4.3 Blast an one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the applicable work item and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, method A or C. Notify the COR in advance of the abrasive blasting operation test, to permit the witnessing of the test by appropriate Coast Guard personnel. Submit a CFR documenting the results of the abrasive blasting operation test. CFR shall include at a minimum, the following:

• Area of the vessel that the verified setup will be used to abrasive blast with.

• The abrasive media used.

• The nozzle size and type.

• The delivery rate and pressure.

• The test coupon starting properties (material type and surface conditions).

• The resultant anchor profile readings from the test.

NOTES

1. ULTRA HIGH PRESSURE WATER JETTING DOES NOT CREATE AN ANCHOR PROFILE

AND IS EXEMPT FROM THE ANCHOR PROFILE TEST COUPON CHECK.

2. THE REVERSE SIDE OF THE TEST COUPON MAY BE USED FOR THE SUBSEQUENT

TEST, PROVIDED THAT THE CONDITIONS IN PARAGRAPH A2.1.7.4 (COUPON TEST) ARE

MET.

A2.1.7.4.3 Repeat the abrasive blasting operation test in the following instances:

• The setup, as defined in paragraph A2.1.7.4.1 is changed.

• The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.

• Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.

• The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.

• When Directed by the COR.

NOTE

A performance test of the abrasive blasting operations on a test coupon and measuring the anchor profile prior to performing the operation on the cutter, in order to confirmed that the anchor profile range that the operation is going to produce. An abrasive blasting operation test is prudent, as there are enough variables in the equipment setup and media properties that the resulting anchor profiles from one contractor to the next vary significantly.

3.5.11 Post-surface preparation requirements - additional to paragraph A2.1.8 (Post-surface preparation requirements).

A2.1.8.8 Substrate profile measurements - during and post-surface preparation. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item for complete preservation of a ”critical-coated” surface:

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A2.1.8.8.1 During surface preparation by abrasive blasting or waterjetting operations, spot check the existing anchor profile per 500-square feet, in order to 'project' the need to manage the excessive anchor inspect for both excessive and insufficient anchor profiles . When the Contractor elects to prepare a substrate by waterjetting, the Contractor shall inspect the substrate for areas of insufficient or excessive anchor profile, both visually and in accordance with ASTM D4417, Method A or C. Submit a CFR detailing the location, square footage, measured anchor profiles, and the anchor profile range required for the applicable coating system.

A2.1.8.8 2 Post completion of surface preparation, measure the profile of the resultant bare surfaces, in accordance with ASTM D4417, Method A or C.”

3.5.12 Caution verbiages – additional to paragraph A2.1.18 (Critical drying and cure time requirements).

“CAUTIONS!

1. Hard cure times or cure time prior to immersion for any “critical coated system” shall be met as published on the Product Data Sheets available online. No early undocking or relaxation of these published requirements is permitted without prior approval from the KO. Coating system manufacturer’s Sales or Technical Representatives may not relax these requirements. Painting and curing of all tank coating systems (except for tanks that are inboard and not touching the skin of the vessel (side and/or bottom) shall occur while the cutter is out of the water.

2. CAPAC systems shall not be energized until full cure of all underwater paint systems has occurred.”

3.5.13 Preservation Plan.

“A2.2 Preservation Plan (PP). The contractor shall submit a PP to the COR at the arrival conference, to allow for review of all work items pertaining to the preservation of the vessel. At a minimum, PP shall include the following and be broken down by work item:

• Coatings to be applied – listed by manufacturer and product identification numbers.

• Target wet and dry film thickness values.

• Authorized reducers/solvents - including maximum percent by volume for reducers/solvents.

• Colors by FED-STD-595 color number.

• Application method for each coat.

• Application pressure and nozzle size requirements listed on the manufacturer’s product data sheet(s).

• Minimum recoat windows for applying subsequent coats, maximum recoat windows to apply subsequent coats, adjusted for anticipated temperatures.

• Any special instructions or environmental limits listed by the coating manufacturer.

• Intended final cure times prior to immersion or full duty rating (as applicable).”

3.5.14 Changes to paragraph B2.2.3.3.1.

“B2.2.3.3.1 Do not release lead or lead-contaminated materials into the environment. Conduct periodic air monitoring (as appropriate) for lead in the worker’s breathing zone, during the course of any abatement work involving lead containing materials, to prevent exposure at or above the PEL. Submit results of all air monitoring samples to the COR, within 24 hours of completion of sampling.”

3.5.15 Booming requirements during the offload or on-load of petroleum products.

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“B2.2.10 Booming requirements during the offload or load of petroleum products. The Contractor shall provide a containment boom system and boom off the cutter during all petroleum cargo on-loads and offloads. The cutter shall be boomed off by the contractor during both shipyard functions and the final bunkering of the cutter by ship's force. The contractor is responsible to provide the labor to deploy and recover the boom during all operations, including operations conducted by ship's force. The containment boom shall at a minimum, fullly encapsulate the cutter from the pier wall in front of the cutter to the pier wall at the stern of the cutter. When moored alongside a pier that does not provide a fully intact pier wall that will contain a spill, the containment boom shall wrap completely around the cutter on all sides to provide spill containment. For tug and barge configurations, the containment boom shall encapsulate both the cutter and the barge, as applicable.”

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/directives/cim.asp

4.2 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.

http://www.uscg.mil/directives/cim.asp�

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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 COMDTINST M10360.3, 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 COMDTINST M10360.3. 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)…