KODIAK_ISLAND_(WPB_110C)_DD_FQ3_MSL_13_REV_4.doc

USCGC KODIAK ISLAND (WPB 1341)

110 FOOT "C CLASS" PATROL BOAT (USCG)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2014

Developed By: Jeffrey J. Mitchell (Rev-4, 16 September 2013)

TABLE OF CONTENTS

vRevisions Record viConsolidated List of References xiiConsolidated List of Government-furnished Property xvConsolidated List of Critical Inspection Items xviPrincipal Characteristics

1General Requirements

17WORK ITEM 1: Hull Plating, U/W Body, Inspect

20WORK ITEM 2: Hull Plating (U/W Body), Ultrasonic Testing (O)

23WORK ITEM 3: Aluminum Hull and Structural Repairs – 1/4” Plate (O)

25WORK ITEM 4: Aluminum Hull and Structural Repairs – 3/16” Plate (O)

27WORK ITEM 5: Aluminum Hull and Structural Repairs – 5/16” Plate (O)

29WORK ITEM 6: Hull and Structural Plating Repairs –Crack (Aluminum) (O)

31WORK ITEM 7: Hull and Structural Plating Repairs – Crack (Steel) (O)

33WORK ITEM 8: Hull and Structural Plating Repairs – Eroded Weld (Aluminum) (O)

35WORK ITEM 9: Steel Hull and Structural Plating Repairs (5-Pound) (O)

38WORK ITEM 10: Steel Hull and Structural Plating Repairs (7.0 Pound, 7.5-Pound or 7.65-Pound) (O)

41WORK ITEM 11: Steel Hull and Structural Plating Repairs, Corrugated Plate (4.0-Pound) (O)

44WORK ITEM 12: Hull and Structural Plating Repairs (6.0-Pound or 5.63-Pound) (O)

47WORK ITEM 13: Hull and Structural Plating – 10.0-Pound Steel, Repair (O)

50WORK ITEM 14: Appendages (U/W), Leak Test

53WORK ITEM 15: Appendages (U/W) – Internal, Preserve

55WORK ITEM 16: Tanks (Fuel Service), Clean and Inspect

58WORK ITEM 17: Voids (Non-Accessible), Leak Test

61WORK ITEM 18: Tanks (Fuel Stowage and Overflow), Clean and Inspect

64WORK ITEM 19: Voids (Non-Accessible), Preserve Internal Surfaces

66WORK ITEM 20: Tanks, Air Test

68WORK ITEM 21: Tanks (Potable Water), Clean and Inspect

71WORK ITEM 22: Tanks (Dirty Oil and Waste), Clean and Inspect

74WORK ITEM 23: Main Diesel Engine, Renew

78WORK ITEM 24: Propulsion Shafting, Remove, Inspect, and Reinstall

84WORK ITEM 25: Mechanical Shaft Seal Assemblies, Overhaul

87WORK ITEM 26: Propulsion Shaft Bearings (External), Renew (O)

90WORK ITEM 27: Propulsion Shaft, Stern Tube Forward Bearing, Renew (O)

93WORK ITEM 28: Propellers; Remove, Inspect, and Reinstall

96WORK ITEM 29: Exhaust System, MDE, Inspect

100WORK ITEM 30: SW Heat Exchangers; Clean, Inspect and Hydro

104WORK ITEM 31: Fathometer Transducer, Renew

107WORK ITEM 32: Speed Doppler, Renew, Doppler Valve, Overhaul

111WORK ITEM 33: Sea Valves and Waster Pieces, Overhaul or Renew

117WORK ITEM 34: Sea Strainers - Duplex (All Sizes), Overhaul

121WORK ITEM 35: Steering Gear (General), Overhaul

124WORK ITEM 36: Rudder Assembly, Remove, Inspect and Reinstall

132WORK ITEM 37: Fin Stabilizers (General), Overhaul

137WORK ITEM 38: Electro-Hydraulic Crane, Renew

144WORK ITEM 39: Tanks, (Grey Water) Clean and Inspect

147WORK ITEM 40: Tanks, (Sewage Holding) Clean and Inspect

150WORK ITEM 41: Grey Water Piping, Clean and Flush

154WORK ITEM 42: Sewage Piping, Clean and Flush

158WORK ITEM 43: Tanks (Sewage Holding), Preserve “100%” (O)

161WORK ITEM 44: Tanks (Sewage Holding), Preserve “Partial” (O)

164WORK ITEM 45: Tanks (Aft Grey Water), Preserve “100%” (O)

167WORK ITEM 46: Tanks (Aft Grey Water), Preserve “Partial” (O)

170WORK ITEM 47: Tanks (Dirty Oil), Preserve “100%” (O)

173WORK ITEM 48: Tanks (Dirty Oil), Preserve “Partial” (O)

176WORK ITEM 49: Tank (Oily Water), Preserve “100%” (O)

179WORK ITEM 50: Tanks (Oily Water), Preserve “Partial” (O)

182WORK ITEM 51: Tanks (Potable Water), Preserve “100%” (O)

186WORK ITEM 52: Tanks (Potable Water), Preserve “Partial” (O)

189WORK ITEM 53: U/W Body, Preserve “100%” (O)

192WORK ITEM 54: U/W Body, Preserve “Partial – Condition A” (O)

196WORK ITEM 55: U/W Body, Preserve “Partial - Condition B” (O)

200WORK ITEM 56: U/W Body, Preserve “Partial - Condition C” (O)

204WORK ITEM 57: Stern Tube Interior Surfaces, Preserve 100%

207WORK ITEM 58: Hull Plating Freeboard, Preserve - Partial (O)

211WORK ITEM 59: Superstructure, Preserve “Partial” (O)

215WORK ITEM 60: Cathodic Protection System (Bilge and Sea Chest), Renew

219WORK ITEM 61: Cathodic Protection System, Inspect and Maintain

223WORK ITEM 62: Drydocking

227WORK ITEM 63: Temporary Services, Provide

230WORK ITEM 64: Data Service, Provide

232WORK ITEM 65: Sea Trial Performance, Provide Support

236WORK ITEM 66: Firemain Valves, Overhaul Or Renew

240WORK ITEM 67: Bilge and Ballast Valves, Overhaul or Renew

244WORK ITEM 68: Decks - Exterior, Preserve (“Non-Skid Broadcast Grit” System) (O)

248WORK ITEM 69: Aft Head, Shower Stall, Renew

251WORK ITEM 70: Battery Space, Bilge, Insulate

253WORK ITEM 71: Bulkhead, Interior, Preserve

256WORK ITEM 72: Deck, Foundation Mount, HF Antenna, Renew

258WORK ITEM 73: Deck Covering (Interior Wet), Renew

261WORK ITEM 74: Deck Drains, Interior, Renew

264WORK ITEM 75: Exhaust Piping, SSDG , Inspect and Repair

267WORK ITEM 76: Forward Head, Preserve

271WORK ITEM 77: Gooseneck Vents, Repair

274WORK ITEM 78: Grey Water Pumps and Piping, Install New

277WORK ITEM 79: Hull, Side Shell (CPO Head), Preserve

280WORK ITEM 80: Hull, Structural, Magazine Locker, Preserve and Insulate

283WORK ITEM 81: Hull, Structural, Transverse Frame, Repair

285WORK ITEM 82: Hull, Superstructure, F/O Transfer Station, Repairs

289WORK ITEM 83: Joiner Bulkhead Panels, Messdeck, Renew

292WORK ITEM 84: Installation of a Void Box

296WORK ITEM 85: Rails, Life Line Stanchion, Renew

298WORK ITEM 86: Rudder, Upper Bearing Housing, Renew

300WORK ITEM 87: Shelving, Aft Steering, Renew

302WORK ITEM 88: Soft Patch Plating, Inspect and Repair

304WORK ITEM 89: Steel Hull and Structural Plating Repairs (7-Pound)

307WORK ITEM 90: Steering Compartment, Insulate

310WORK ITEM 91: Steering Tie Rod, Renew

312WORK ITEM 92: Stern Flap Repairs - Eroded Weld

315WORK ITEM 93: Tanks, Gooseneck Vents and Piping, Renew

318WORK ITEM 94: Tanks, Sewage, Structural Repairs

321WORK ITEM 95: Through-Deck Packing Gland , Renew

324WORK ITEM 96: Structural Closure, Watertight Door, Renew

328WORK ITEM 97: Structural Closure, Watertight Hatch, Renew

332WORK ITEM 98: Hull Structural, Transom Mounted Rung Ladder, Repair

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.

Added Electro-Hydraulic Crane Renewal

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.

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 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, Booklets of General Plans

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 131-001, Rev B, Deck Construction Plan

Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shaft Details

Coast Guard Drawing 110 WPB 245-004, Rev A. Propeller Details Coast Guard Drawing 110 WPB 259-006, Rev D, MDE 8” Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets)

Coast Guard Drawing 110 WPB 330-005, Rev G, Ship Service Lighting One Line Diagram

Coast Guard Drawing 110 WPB 512-001, Rev D, Habitability Vent Modifications

Coast Guard Drawing 110 WPB 526-002, Rev D, Grey Water Piping Arrangements and Details

Coast Guard Drawing 110 WPB 529-001, Rev C, Bilge Piping Arrangement & Details

Coast Guard Drawing 110 WPB 581-001, Rev B, Anchor Handling & Hawse Pipe Dets

Coast Guard Drawing 110B WPB 163-002, Rev C, Auxiliary Sea Chest Details

Coast Guard Drawing 110B WPB 184-001, Rev B, Equipment Foundations Electronics

Coast Guard Drawing 110B WPB 185-001, Rev F, Equipment Foundations - Auxiliary Foundations

Coast Guard Drawing 110C WPB 085-001, Rev -, Tank Capacity Curves

Coast Guard Drawing 110C WPB 085-002, Rev A, Docking Plan (General Location Layout)

Coast Guard Drawing 110C WPB 85-004, Rev -, Superstructure Lines Plan

Coast Guard Drawing 110C WPB 085-007, Rev B, Booklet of General Plans

Coast Guard Drawing 110C WPB 111-001, Rev C, Shell Expansion

Coast Guard Drawing 110C WPB 113-001, Rev C, Inner Bottom Plating

Coast Guard Drawing 110C WPB 115-001, Rev -, Longitudinal Girders

Coast Guard Drawing 110C WPB 117-(series), Rev -, Transverse Sections

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 131-001, Rev B, Deck Construction Plan

Coast Guard Drawing 110C WPB 151-003, Rev -, Engine Hatch Lifting Padeye Details

Coast Guard Drawing 110C WPB 151-005, Rev B, Superstructure Details

Coast Guard Drawing 110C WPB 151-006, Rev F, Superstructure Fndn Layout & Location Plan

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 163-002, Rev A; Auxiliary Sea Chest Detail

Coast Guard Drawing 110C WPB 167-002, Rev A, Manhole Details

Coast Guard Drawing 110C WPB 167-005, Rev E, Manhole and Hatch Key Plan

Coast Guard Drawing 110C WPB 167-006, Rev A, 25" X 57" 6 Dog, Quick Acting Steel Door

Coast Guard Drawing 110C WPB 167-011, Rev A, 24" X 24" Aluminum, 4 Dog, Quick Acting Raised Weather Tight Hatch

Coast Guard Drawing 110C WPB 201-002, Rev -, Propulsion Configuration

Coast Guard Drawing 110C WPB 201-003, Rev A, Machinery Arrangement (List of Components)

Coast Guard Drawing 110C WPB 233-001, Rev -, Main Engine Bolting & Pads

Coast Guard Drawing 110C WPB 233-002, Rev A, Remote Emergency Main Engine Shutdown

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 256-001, Rev E, Main Engine Sea Water Cooling System

Coast Guard Drawing 110C WPB 256-002, Rev A, Auxiliary Engine Sea Water Cooling System Arrangement & Details

Coast Guard Drawing 110C WPB 256-003, Rev A, SSDG SW Cooling

Coast Guard Drawing 110C WPB 259-001, Rev E, Main Engine Exhaust Piping System

Coast Guard Drawing 110C WPB 259-002, Rev-, Genset Exhaust Piping System

Coast Guard Drawing 110C WPB 259-003, Rev E, MDE 18” Raw Water Discharge Exhaust Flapper Valve Assembly

Coast Guard Drawing 110C WPB 311-001, Rev -, Emergency Mechanical Generator Shut Down

Coast Guard Drawing 110C WPB 324-003, Rev A, Main Switchboard Construction Details

Coast Guard Drawing 110C WPB 501-001, Rev J, Piping System Schematics

Coast Guard Drawing 110C WPB 521-001, Rev B, Firemain Piping Arrg’t & Details

Coast Guard Drawing 110C WPB 526-001, Rev C, Scupper and Deck Drains Piping Arrangements and Details

Coast Guard Drawing 110C WPB 528-002, Rev -, Sewage Piping Arrangement & Details

Coast Guard Drawing 110C WPB 529-001, Rev B, Bilge Piping Arrangement & Details

Coast Guard Drawing 110C WPB 541-001, Rev A, Fuel Oil Transfer Piping A&D

Coast Guard Drawing 110C WPB 558-001, Rev C, Vent, Fills and Sound Tube 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 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 565-002, Rev -, Fin Stabil Details - Piping

Coast Guard Drawing 110C WPB 601-017, Rev -, Aft Peak Layout

Coast Guard Drawing 110C WPB 601-026, Rev -, Aft Qtrs Bulkheads Layout

Coast Guard Drawing 110C WPB 612-001, Rev G, Handrail & Grabrail Details

Coast Guard Drawing 110C WPB 621-002, Rev A, Joiner Work Details (CPO & Crew Area)

Coast Guard Drawing 110C WPB 621-005, Rev B, Joiner Work Details -Title Sheet, Galley, Mess,AFT,Crews

Coast Guard Drawing 110C WPB 633-001, Rev-, Cathodic Protection Plan and 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 and Insulation Plan and Details

Coast Guard Drawing 110C WPB 636-001, Rev-, Noise Damping Details

Coast Guard Drawing 110C WPB 713-001, Rev -, Magazine Details

Coast Guard Drawing FL 6713-203, Rev -, CRP-V850, SST XDCR (SS505) Adapter Assembly

Coast Guard Fleet Drawing FL 2804-11, Rev D, Visual Identification 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-, Draft Figures

Engineering Change 110-C-094, 110’ WPB Preservation & Modification of the Forepeak Compartment

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Manual (TP) 3223, May 1985, SWBS 420, Section G, Doppler Service 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) 2937, Manufacturer's Instruction Book - SWBS Group(s) 558-583

Coast Guard Technical Publication (TP) 3108, Manufacturer's Instruction Book - SWBS Group(s) 581-584

Coast Guard Technical Publication (TP) 3215, Oct 1994, Main Diesel Engine, Caterpillar Model 3516

Coast Guard Technical Publication (TP) 3216, Feb 1994, Main Reduction Gear

Coast Guard Technical Publication (TP) 3246, Manufacturer's Instruction Book - SWBS Group(s) 581-583

Coast Guard Technical Publication (TP) 3495, May 2002, Chapter 243, Installation Duramax Shaft Seal System

Coast Guard Technical Publication (TP) 3906, Oct 2008, Ship's Steering Gear 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, December 1985, Manufacturer’s Instruction Book, SWBS Group(s) 593, Section E, Sewage System

Coast Guard Technical Publication (TP) 4691, Mar 2008, Sewage and Grey Water Systems

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

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

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

Surface Forces Logistics Center Standard Specification 3101 (SFLC Std Spec 3141), 2012, Overhaul AC Synchronous Machines

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, 2012, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2012, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2012, Drydocking

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

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2012, 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 Petroleum Institute (API) Specification 9A, 2004, Specification for Wire Rope

American Society for Testing and Materials (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) A572, 2007, Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM International (ASTM) A606, 2004, Standard Specification for Steel, Sheet and Strip, High-Strength, Low-Alloy

ASTM International (ASTM) D 4138, 2007, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

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, 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

Commercial Item Description (CID) A-A-59588, Jul 2005, Rubber Silicone

Commercial Item Descriptions (CID) A-A-59323 A, 2005, Cloths, Cleaning, Low-Lint

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

Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert

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

Furuno Operators Manual RDP-139/148/149

International Organization for Standardization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for Coding the Level of Contamination by Solid Particles

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

International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for Coding Level of Contamination by Solid Particles

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, 2003 Edition, Bronze Gate, Globe, Angle and Check Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-69, 2003, Pipe Hangers and Supports - Selection and Application

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-89, 2003, Pipe Hangers and Supports – Fabrication and Installation Practices

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-24456, Jun 1979, Adhesive for Plastic-Vibration Damping Tile

MIL-G-24716, Apr 1993, Gaskets, Metallic-Flexible Graphite, Spiral Wound

MIL-G-6032D(1), Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code #G-636

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

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-S-8660C(2), Silicone Compound, NATO Code # S-736

MIL-STD-2148, Oct 1989, Vibration Damping Materials, Procedures for Installation, Maintenance, and Repairs

NAVSEA Drawing 7379842, Rev A, Procedure & Welding Sequence for Non-Ballistic, Watertight & Airtight Quick Acting or Individually Dogged Personnel Doors

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

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning

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

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

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 7/NACE No.4, 2007, Brush-Off Blast Cleaning

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

Vosper Thornycroft Technical Bulletin No. 49, Jul 1992, Procedure for Fitting New Tiller Rod Eye Bearings to Actuators and Removing Redundant Grease Hose On BMS Island Class USCG Cutters

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.

($/Unit)

4" ID x 5" OD x 8” Long

*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

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)):

Principal Characteristics

PC_110C_WPB_0909

110’ WPB (“C”-CLASS) PATROL BOAT

PHysical Characteristics

Hull Characteristics

110’ WPB (“C”-CLASS) PATROL BOAT

Machinery Characteristics

Tank CAPACITIES

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), 2012, General Requirements

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

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

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

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

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:

“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:

· Cleanliness of compressed air.

· Adequacy of solvent cleaning.

· Proper handling of blast media.

· 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.”

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.

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.

· 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 work.”

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.

· AC system.

· Heaters.

· Blowers.

· 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).

· 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:

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 .