Spec Rev 1 2.22.10.doc

USCGC LONG ISLAND (WPB-1342)

110 FOOT C CLASS PATROL BOAT

SPECIFICATION FOR DRYDOCK REPAIRS

Developed By:

MKCS George Haithcock

Commander (v) Surface Forces Logistics Center 300 E. Main Street, Suite (600) Norfolk, VA 23510-9102

TABLE OF CONTENTS

Work Item Title Page ivList of Sketches

Revisions Record v Consolidated List of References vi Consolidated List of Government-furnished Property xv Consolidated List of Critical Inspection Items xviii Specification Feedback xix Principal Characteristics xx General Requirements Routine Drydocking Provide Temporary Logistics Clean and Inspect Fuel Service Tanks Clean and Inspect Fuel Stowage and Overflow Tanks Clean and Inspect Oil and Oily Waste Tanks Clean and Inspect Sewage Collection and Holding Tanks Clean and Inspect Grey Water Collection and Holding Tanks Clean Sewage Piping System Clean and Disinfect Potable Water Tanks Preserve and Disinfect Potable Water Tanks - 100% Inspect MDE Exhaust System Remove, Inspect, and Reinstall Propellers Remove, Inspect, and Reinstall Propeller Shafts Overhaul Mechanical Shaft Seal Assemblies Renew Water-Lubricated Propeller Shaft Bearings Clean and Inspect Heat Exchangers Overhaul and Renew Sea Valves Overhaul and Renew Firemain Valves Overhaul and Renew Bilge and Ballast Valves Overhaul Stabilizing Fins Overhaul Steering Gear Components Remove, Inspect and Reinstall Rudder Assemblies Inspect and Maintain Cathodic Protection System Renew CAPAC Anode Assembly Renew Speed Doppler and Overhaul Doppler Valve Renew Depth Indicating Transducer Preserve Underwater Body – “Partial” Preserve Stern Tubes Perform Ultrasonic Thickness Measurements Modify and Renew OWS Piping Renew Sounding Tube Perform Structural Repairs – Sewage Tank Perform Structural Repairs – Aft Steering Compartment CSMP 09-003 Perform Structural Repairs – Aft Grey Water Tank Perform Structural Repairs – Potable Water Tanks Perform Structural Repairs –Modify Deck Grating System in Forepeak and Renew Deck Drain Cup Assembly Preserve And Repair Surfaces In Engine Room Preserve and Insulate Aft Steering Compartment Preserve Forward Void 3-0-08-A Preserve Forward Auxiliary Machinery Space Preserve Port & Starboard Strut Cofferdams – 100% Repair Shower Stall in Aft Berthing Shower (As per CSMP 2009007) Preserve Engine Room Bilge Surfaces (As Per the CMP 5456) Renew Fire Main Piping (As Per CSMP 2009010) Perform Steel Structural Member Repairs -1” x 3” Steel T-Bar Framing (As Per the CSMP 2009003) Renew SSDG Check Valves (As Per the CSMP 2009011) XO Stateroom Window Reseal (As Per the CSMP 2009006)

List of Sketches

Work

Item Sketch Number Page

This section is not applicable to this package.

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.

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. Electronic copies of the latest Editions of MLCA Standard Specifications are available on the Internet and may be accessed at the following Internet Uniform Resource Locator (URL) address: http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp. Guidance for obtaining copies of all other documents referenced herein is provided in the solicitation.

Order of precedence. In the event of conflicts between text of this specification and the applicable references specified herein, order of precedence shall be in accordance with MLCA Standard Specification 0000_STD, paragraph 3.2 (Order of precedence), unless otherwise specified by the Contracting Officer (KO). The Contractor shall immediately notify the KO in writing of any perceived conflicts contained herein. Nothing in these documents, however, supersedes applicable laws and regulations, unless a specific exemption has been obtained.

FEDERAL AND MILITARY SPECIFICATIONS AND STANDARDS

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

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

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cutback, Cold-Application MIL-PRF-17672, May 1995, Hydraulic Fluid, Petroleum, Inhibited

MIL-PRF-24647, Feb 2005, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-8660C(2), Silicone Compound, NATO Code # S-736

MIL-STD-2148, Oct 1989, Vibration Damping Materials

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

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

OTHER GOVERNMENT DOCUMENTS, DRAWINGS, AND PUBLICATIONS

DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements

Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 1001_STD, 2004 Edition, Temporary Hull Accesses

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 3141_STD, 2004 Edition, Overhaul Electrical Rotating Machines

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

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 8634_STD, 2004 Edition, Drydocking

Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 8635_STD, 2009 Edition, Temporary Services

DRAWINGS

Coast Guard Drawing 110 WPB 085-002, Rev-, Docking Plan

Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle

Coast Guard Drawing 110 WPB 131-001, Rev A, Deck Construction Plan

Coast Guard Drawing 110 WPB 151-004, Rev -, Superstructure Details (1301)

Coast Guard Drawing 110 WPB 161-001, Rev A, Main Shaft Strut Details Coast Guard Drawing 110 WPB 161-002, Rev-, Main Shaft Strut Installation

Coast Guard Drawing 110 WPB 161-003, Rev A, Intermediate Shaft Strut Details Coast Guard Drawing 110 WPB 161-004, Rev-, Intermediate Shaft Strut Installation

Coast Guard Drawing 110 WPB 161-005, Rev B, Stern Tube Installation Details.

Coast Guard Drawing 110 WPB 243-002, Rev B, Propulsion Shafting Details Coast Guard Drawing 110 WPB 243-005, Rev -, Shaft Locking Device Coast Guard Drawing 110 WPB 243-006, Rev C, Propulsion Shaft Details (Partially supersedes 110 WPB 243-002, 110B WPB 243-002, and 110C WPB 243-002)

Coast Guard Drawing 110 WPB 245-004, Rev A, Propeller Details Coast Guard Drawing 110 WPB 245-005, Rev -, Assembly of Oil Injection Equipment Coast Guard Drawing 110 WPB 259-006, Rev D, MDE 8” Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets)

Coast Guard Drawing 110 WPB 529-001, Rev B, Bilge Piping Arrangement & Details Coast Guard Drawing 110 WPB 561-001, Rev -, Steering System Details Coast Guard Drawing 110 WPB 561-002, Rev -, Steering System Details - Piping Coast Guard Drawing 110 WPB 561-003, Rev -, Emergency Steering Details Coast Guard Drawing 110 WPB 561-004, Rev -, Steering Controller Coast Guard Drawing 110 WPB 581-002, Rev B, Anchor Handling & Hawse Pipe Dets

Coast Guard Drawing 110 WPB 621-001, Rev -, Joiner Work Details.

Coast Guard Drawing 110 WPB 635-001, Rev -, Linings & Insulation, Plan & Details

Coast Guard Drawing 110B WPB 635-001, Rev C, Linings and Insulation Plan

Coast Guard Drawing 110C WPB 115-001, Rev -, Longitudinal Girders Coast Guard Drawing 110C WPB 117-001, Rev D, Transv Sections (Frames 0 Thru 4)

Coast Guard Drawing 110C WPB 117-002, Rev -, Holes In Transv Sects (Frames 5 Thru 8)

Coast Guard Drawing 110C WPB 117-003, Rev C, Quarter Frames 11.25 Thru 15.75

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

Coast Guard Drawing 110C WPB 167-004, Rev A, Misc Wrenches and Details Coast Guard Drawing 110C WPB 223-001, Rev G, Main Storage Battery One Line and Installation

Coast Guard Drawing 110C WPB 256-001, Rev E, Main Engine SW Cooling System A&D

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 D, Main Engine 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 501-001, Rev H, Piping System Schematics

Coast Guard Drawing 110C WPB 514-001, Rev-, Air Conditioning and Heating System

Coast Guard Drawing 110C WPB 514-002, Rev-, HVAC System Upgrade

Coast Guard Drawing 110C WPB 528-002, Rev -, Sewage Piping, Arrangements & Details Coast Guard Drawing 110C WPB 529-002, Rev -, Oil Water Separator Piping Arrangement & Details

Coast Guard Drawing 110C WPB 529-004, Rev -, Oily Water Separator Piping Diagram Mods

Coast Guard Drawing 110C WPB 529-005, Rev -, Oily Water Separator Piping Arrangement Mods

Coast Guard Drawing 110C WPB 561-001, Rev A, 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 (superceded 110B WPB 562-001)

Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System Coast Guard Drawing 110C WPB 588-001, Rev C, Vents, Fills, and Sound Tube Details

Coast Guard Drawing 110C WPB 593-001, Rev A, Dirty Oil Piping Arrangement and Details

Coast Guard Drawing 110C WPB 621-004, Rev -, Jnr Work Dets - Superstructure (Superst Bhd Layout)

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 521-001, Rev B, Firemain Piping Arrg’t and Details

Coast Guard Drawing FL 6713-201, Rev B, CRP-V850 Transducer (B-14) Adapter Assembly

PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Coatings and Color 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) 2932, SWBS 245-2, Aug 1987, Propeller Renewal Procedure Coast Guard Technical Publication (TP) 3100, Nov 1989, Chapter 561, Vosper-Thornycroft Steering Manual Coast Guard Technical Publication (TP) 3495, May 2002, Chapter 243, Installation Duramax Shaft Seal System

Coast Guard Technical Publication (TP) 3906, Oct 2002, Ship's Steering Gear System

Coast Guard Technical Publication (TP) 3907, Oct 2002, Ship's Fin Stabilizing System Coast Guard Technical Publication (TP) 4655, SWBS 633, Section A, Sep 8 2007, Cathodic Protection Systeml

Coast Guard Technical Publication (TP) 4691, 27 MAR 08, Sewage System

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

Raytheon V850 Color Echosounder, 2nd Edition, Mar 1993, Operation Manual Coast Guard Preventive Maintenance Manual, 110 WPB PMS Manual (Series), E-Q-624

INDUSTRY STANDARDS

American National Standards Institute/American Society of Mechanical Engineers (ANSI/ASME), B4.1-1967, (reaffirmed 1994), 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, 2005, Drinking Water System Components - Health Effects

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

American Society of Mechanical Engineers (ASME) B46.1, 2002, Surface Texture (Surface Roughness, Waviness, and Lay)

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-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-67, 2002 Edition, Butterfly Valves

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-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

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 7/NACE No.4, 2004, 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.5, 2004, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting The Society for Protective Coatings (SSPC)/NACE International (NACE) 2004, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power - Fluids - Method for Coding Level of Contamination by Solid Particles

ASTM D2000-08 Standard Classification System for Rubber Products in Automotive Applications

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

ASTM International (ASTM) D4174, Reapproved 2005; Standard Practice for Cleaning, Flushing, and Purification of Petroleum Fluid Hydraulic Systems

ASTM International (ASTM) D5363, 2003, Standard Specification for Anaerobic Single Component Adhesives

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 American Water Works Association (AWWA) C652, 2002, Disinfection of Water-Storage Facilities Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert

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

(includes anode and capastic fairing material)

*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, Electronic Systems Support Unit (ESU) or local Electronic Support Detachment (ESD).

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 Std Spec 0000_STD, paragraph 3.6.2 (Inspection report particulars)):

Work Item Title

Overhaul Stabilizing Fins Remove, Inspect and Reinstall Rudder Assemblies Perform Ultrasonic Thickness Measurements Preserve And Repair Surfaces In Engine Room Preserve and Insulate Aft Steering Compartment Preserve Forward Void 3-0-08-A Preserve Engine Room Bilge Surfaces (As Per the CMP 5456) Specification Feedback

The intent of this section is to inform all users that a spec feedback mechanism is in place, and is located on the MLCA Naval Engineering Division’s website. Spec feedback is a very important part of our overall continuous improvement process, and is crucial to specification development. It will allow spec writers to capture all specification-related lessons learned, and avoid mistakes or ambiguities in follow-on availabilities. All feedback will be reviewed, evaluated, and responded to in a timely manner.

If you have access to the CGWeb (Intranet), please use the following link, which will connect you to the MLCA(v) Naval Engineering website, for submitting your feedbacks:

http://webapps.mlca.uscg.mil/vdiv/specifications/feedback/default.cfm If you do not have access to the CGWeb (Intranet), you may still submit your feedbacks, using the following web link:

http://www.uscg.mil/mlclant/VDiv/specs/specfeedback.htm

PC_110C_WPB

(22 Jan 2007)

Principal Characteristics

110’WPB (C-CLASS) PATROL BOAT

PROPELLER / SHAFT

00000_DLA_FLT (23 Oct 2008)

General Requirements

1. SCOPE

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

1.2 Government-furnished property.

None.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 0000_STD, 2006 Edition, General Requirements Coast Guard Maintenance and Logistics Command Atlantic (MLCA) Standard Specification 0740_STD, 2004 Edition, Welding and Allied Processes Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Jun 2006, Coatings and Color Manual

3. REQUIREMENTS

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

NOTICE!

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 nondestructive inspection (NDI), in accordance with Std Spec 0740_STD.

3.4 Term substitution – COTR for COR. The Contractor shall be aware that the term “COR” (Contracting Officer’s Representative) has been discontinued in favor of “COTR” (Contracting Officer’s Technical Representative); consequently, whenever “COR” is encountered in this specification package, including referenced standard specifications and other referenced documents, it shall refer to “COTR”, explicitly.

3.5 Small boat storage. When a small boat Rigid Hull Inflatable (RHI) boat) is removed as interference to Contractor-work, the Contractor shall provide a suitable pier side storage cradle, for safely storing said boat.

3.5.1 Cradle design. Ensure that the temporary cradle meets the following criteria:

· Structure is templated from the geometry and arrangement of the contact support areas of the existing cradle onboard the vessel, to provide same or more support area as that which is provided by the existing cradle.

· Arrangement will allow ship’s force to perform maintenance on the small boat, without modification of the cradle.

· Structure is manufactured using the most economical methods and materials available, and is capable of supporting the full weight of the small boat under normal conditions experienced during routine maintenance.

· Contact surfaces are no harder or rougher than the contact surfaces for existing cradle onboard the vessel.

3.5.2 Boat accessibility. Ensure the storage is located in the vicinity of the vessel, and is unrestricted, to allow for ship's force to complete maintenance during normal working hours for the entire performance period.

3.5.3 Boat protection. Provide full protection that can be safely and completely secured when the small boat is left unattended (e.g. watertight cover, storage in a warehouse or shop, etc.), in addition to isolating the boat from the elements.

3.5.4 Boat transportation. Transport each small boat to its storage area within one week of docking the vessel and back to the vessel prior to the end of the performance period.

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 Std Spec 0000_STD to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this item.

QA-1: QUALITY ASSURANCE INSPECTION FORM - PRESERVATION CHECKLIST

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 manufacturer(s).

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 manufacturer(s).

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.

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 (1.5-3.5 mils for abrasive-blasted steel surfaces; 1.0 mil (minimum) for power-tool cleaned surfaces; 1.0-1.5 mils for abrasive-blasted aluminum surfaces); and 1.5 –2.5 for surfaces to be coated w/single coat of inorganic zinc).

Measure soluble salt conductivity (5 measurements per 1000 sqft) – maximum threshold: 70 microsiemens/cm for non-submerged surfaces and 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 at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness.

Verify system cure for service resumption - U/W Body surfaces: 5-8 hours @ 77 degrees F; Potable water tanks: 7 days @ 77 degrees F.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure (minimum 7 days @ 77 degrees F.), to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

Signature of Inspector:______________________________________________________Date:____________

QA-2. QUALITY ASSURANCE INSPECTION FORM

ENVIRONMENTAL READINGS

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

.Signature of Inspector:__________________________________________________Date:____________

QA-3 QUALITY ASSURANCE INSPECTION FORM

SURFACE PROFILE LOG

Vessel Name And Hull Number:__________________________________________________

Work Item Title:_______________________________________________________________

Location Of Work (Including Frame Numbers):_____________________________________

Area (Square Feet):_____________

Surface Preparation Method:_____________________________________________________

Abrasive Manufacturer And Size:_________________________________________________

Degreasing Method Used:________________________________________________________

Number Of Hours Surfaces (Steel Only) Left Unpainted:______________________________

Sweep blasting performed to remove flash rusting (steel)? Yes/No:_____________________

Place Surface Profile Replica Tapes In The Spaces Provided Below, To Serve As Permanent QA record.

Maintain separate log for each area/location. When an Area Is Divided Into Separate Sections, Maintain A Separate Log for Each Section.

AVERAGE MILS

(IAW ASTM D4417, METHOD C)

Place Surface Profile Replica Tape Here

Reading:__________ mils

· Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Date and Time:__________________________________________________

Location of Surface Profile Measurements:___________________________________________________________

Signature of Inspector:____________________________________________________________________________

QA-4. QUALITY ASSURANCE INSPECTION FORM

SURFACE SOLUBLE SALT CONDUCTIVITY LOG

Vessel Name and Hull Number:__________________________________________________

Work Item Title:_______________________________________________________________ Location of Work (including frame numbers):_______________________________________

Area (square feet):____________

(microsiemens/cm)

Date and Time:_________________________________________

Signature of Inspector:___________________________________

QA-5. QUALITY ASSURANCE DATA FORM

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

(Use one sheet for each sequence)

Vessel Name and Hull Number:__________________________________________________

Work Item Title:______________________________________________________________

Coating Manufacturer:_________________________________________________________

Product Name:________________________________________________________________

Batch Number:________________________________________________________________

Induction Time:_______________________________________________________________

Coating System Sequence (Indicate whether: primer, touch-up primer, barrier coat, 3rd coat…):__________________

DFT

MEASUREMENT NUMBER

Application Method (Airless, Conventional Spray, Rolled):____________________

Average DFT: __________________________________________________________

Date and Time: _________________________________________________________

Signature of Inspector: ___________________________________ 86340_KAM_FLT (11 May 2009)

110C (08 May 2009) WORK ITEM 1: Routine Drydocking

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to drydock and undock the cutter, and perform various drydocking-related inspections and tests.

1.2 Government-furnished property.

($/UNIT)

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 8634_STD, 2004 Edition, Drydocking Coast Guard Drawing 110 WPB 085-002, Rev-, Docking Plan Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle

3. REQUIREMENTS

3.1 General. The Contractor shall drydock and undock the cutter, in accordance with Std Spec 8634_STD, using a cradle built in accordance with Coast Guard Drawings 110 WPB 085-010 and 110 WPB 085-002.

3.2 Cutter Conditions. The Contractor shall use the below-listed information for purposes of performing calculations, as described in paragraph 20.2 of Appendix B of Std Spec 8634_STD. (See Note 4.4 (Cutter characteristics)). The Contractor shall be responsible for any change to the cutter’s loading condition necessary, for drydocking, to meet the capability of the Contractor’s dock.

· Displacement (LT): 162.6.

· VCG (FT ABL): 8.90.

· LCG (FT aft of amidships): 4.83.

· Length Over All (FT): 110.0.

· Length of supported keel (FT): NA

3.3 Blocking position. The Contractor shall arrange keel and side blocks, as shown on the vessel's docking plan, to facilitate docking of the vessel in blocking position designated below with an “X” (do not use the blocking position that is not “X”’ed). Ensure that the minimum keel block height is 18 inches above the docking facility deck.

__X__ Blocking Position No. 1 ____ Blocking Position No. 2

3.4 Routine work.

3.4.1 The Contractor shall perform the below-designated routine drydocking work, in accordance with Std Spec 8634_STD, Appendix A (Requirements for Routine Drydocking Work). (See Note 4.3 (Paragraph number relationships)). Follow the timeline for work completion and inspection report submission, as specified in Std Spec, 8634_STD, Appendix A, paragraph 20.2 (Inspections and repair work).

SUBSECTION

TITLE

20.1 Underwater hull survey.

20.7 Void inspection.

20.8 Zinc anode inspection.

3.5 Hull cleaning – removal of marine growth. The Contractor shall start cleaning the hull within four hours after the vessel has been lifted, to facilitate marine growth removal. Complete all cleaning operations within 24 hours after the vessel has been lifted.

3.6 Immediate work. The Contractor shall perform the following work, within 24 hours after the lifting of the vessel.

3.6.1 Temporary protective coverings. As soon as practicable after drydocking and underwater body surface cleaning, install protective coverings, over zinc anodes, hull fairing materials, rudder bearings, stern tube and strut bearings, fin stabilizer seals, all exterior deck drains and all overboard discharges. Wrap all bearings and seals immediately after the vessel is drydocked to prevent entry of debris, abrasives, and paint during cleaning, surface preparation, and painting. Insert soft caulking material into the open ends of rudder and shaft stave bearings to prevent entry of grit or other foreign material.

NOTICE!

Do not remove protective covers except for inspection or accomplishing specific work items.

3.6.2 Overboard discharge channeling and plugging. Place drain channels in overboard discharges in use to direct discharges away from the hull. Provide and install wooden plugs or coverings in sea chest spool pieces and overboard discharges not in use to prevent entry of sandblast grit or paint.

3.7 Allowable block timber stresses. The Contractor shall use information contained in the below table, in place of that which is provided in paragraph 20.5.1 (Allowable block timber stresses) of Appendix B, in Std Spec 86340_STD.

WOOD PROPERTIES

SOFTWOOD

HARDWOOD

3.8 Fluid offload and disposal. The Contractor shall empty all tanks in order to fulfill the drydock requirements shown on Coast Guard Drawing 110 WPB 085-010. Dispose of all fluids in accordance with Federal, State, and local regulations.

3.8.1 Fuel. The Contractor shall remove and dispose of up to 5000 gallons of fuel from the vessel.

3.8.2 Dirty oil and oily water. The Contractor shall remove and dispose of up to 155 gallons of dirty oil and up to 155 gallons of oily water from the vessel.

3.8.3 Sewage and grey water. The Contractor shall remove and dispose of up to 550 gallons of sewage and up to 130 gallons of grey water from the vessel.

CAUTION

The cutter shall be docked with all tanks empty.

4. NOTES

4.1 Drydock terms. As used in these specifications, all references to drydock facilities include graving drydocks, floating drydocks, marine railways, building ways or vertical lifts.

4.2 Arrival conditions. The Engineering Petty Officer (EPO) will advise the Contractor of the actual tank and draft readings when the vessel arrives, and will discuss with the Contractor any ballast requirements necessary to accommodate the vessel draft and trim.

4.3 Paragraph number relationships. The paragraph number for each subsection listed herein relates directly to identical sub-paragraph numbers in Std Spec 8634_STD.

4.4 Cutter Characteristics. The data shown does not represent the arrival displacement or docking displacement of the cutter.

4.5 Cradles. Many of the cradles used to dock the 110's were built to the early drawing 085-002. The newer cradles have been built to 085-010. The drawings show minor variations in dimensions. It should be noted that while the Standard Spec calls for the cradle to be built just to 085-010, a cradle built to 085-002 is acceptable.

4.6 Tank information. Normal operational practice of cutters is to operate at a minimum 75% fuel capacity during hurricane season and 50% off season. The following are the tanks that require fluid offload along with all relevant information:

(gallons)

86350_LNM_FLT (23 Jan 2009)

WORK ITEM 2: Provide Temporary Logistics

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary logistics.

2. APPLICABLE DOCUMENTS

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 8635_STD, 2004 Edition, Provide Temporary Logistics

3. REQUIREMENTS

3.1 General. The Contractor shall provide the below listed temporary logistics, in accordance with Std Spec 8635_STD (see 4.1):

PARAGRAPH

TITLE

3.2.1 Office space. (Include a refrigerator)

3.2.2 Telephone: Provide the number of independent and private telephone lines in accordance with Std Spec 8635_STD, connected to Contractor-furnished telephones, at the locations designated by the Coast Guard Inspector. Lines shall be high speed (HDSL) circuits with voice capability and a minimum of 768Kb of data bandwidth from the local telephone company’s entrance facility demarcation point to the cutter’s point of service. A minimum of one provided line shall have an extension aboard the vessel, to allow the Watchstander immediate phone access.

3.2.3 Parking.

3.2.4 Duty section berthing: 2 male, 0 female. Duty section berthing shall be provided for the entire duration of the availability.

3.2.5 Light and power.

3.2.6 Compressed air.

3.2.7 Hazardous Waste Disposal.

(lbs) Empty Containers*

*Empty containers that previously housed hazardous materials.

3.2.8 Heavy Lift Equipment: 16 hours.

3.2.9 Hot-circulating water.

3.2.10 Potable water: 20 gallons per day, bulk.

3.2.11 Refuse disposal.

3.2.12 Sewage and Grey Water Disposal.

3.2.14 Storage:

· Dry stores.

· Paint and flammable stores.

3.2 Additional temporary logistics. If the performance period of the contract is extended by the Contracting Officer, the contractor shall continue to provide all temporary logistics as specified herein for the extension period.

3.3 Light and power revision. In addition to the requirements of Standard Specification 8635_STD, 2004 Edition, Section 3.2.5, shall adhere to the following additional requirements:

3.3.1 Ungrounded shore power. Except for those cutters with an onboard shore power isolation transformer, only a single ungrounded shore power source shall be used for supplying electrical power, i.e. the generator or the transformer secondary supplying the shore tie must have all phases and any neutral insulated from earth with the frame of such equipment bonded to ground. Parallel transformers or generators shall not be used.

3.3.2 Grounding straps. Immediately after successful drydocking and before connecting the electrical shore tie cable to the vessel, the Contractor shall ground the vessel's hull to a shore side grounding source as follows:

3.3.2.1 Cable lugs. Tightly secure the grounding cable lugs to the grounding plates; ensure the lug contact area is cleaned thoroughly to bare metal, and that resistance of the connection is a maximum of 125 microhms.

3.3.2.2 Cable size. Ensure that the cross sectional areas of return ground cables are one million circular mils (1000 kcmil) minimum for each 1000 amps for each 100 feet (one or more cables, connected in parallel, may be used to meet the cross sectional area requirements). Return grounding cables smaller in diameter than 85 MCM (No. 1 AWG) are not permitted.

3.3.2.3 Cable insulation. All return grounding cables shall have completely insulated copper conductors with an insulation resistance value of no less than 0.1 megohms.

CAUTION!

The contractor shall not use the vessel's shore-tie cable when making electrical shore-tie connections.

4. NOTES

4.1 Paragraph number relationships. The paragraph number for each paragraph listed in 3.1 (General) relates directly to the identical sub-paragraph number in Std Spec 8635_STD.

12312_DLA_FLT (10 Sept 2008)

110C WPB (27 Oct 2008) WORK ITEM 3: Clean and Inspect Fuel Service Tanks

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

(gallons)

1.2 Government-furnished property.

None.

2. APPLICABLE DOCUMENTS

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

3. REQUIREMENTS

3.1 General.

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

3.2 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as sediment or sludge, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

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

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

· Tank structural condition.

· Inaccessible areas.

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

· Tank level indicator (TLI) and/or float switch condition.

· Sounding tube and striker plate condition.

· Suction and discharge piping condition.

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

3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183, and install new 316 stainless steel fasteners SS-316. The existing mounting studs may be reused.

3.6 Operational test - final. After all authorized work is complete, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the TLIs to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.

4. NOTES

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

12311_DLA_FLT (10 Sept 2008)

110C WPB (27 Oct 2008) WORK ITEM 4: Clean and Inspect Fuel Stowage and Overflow Tanks

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

(gallons)

NOTE: Due to the complex geometrical shape and hard accessibility of the aft fuel tanks, 3-28-1-F and 3-28-2-F, it is very difficult to perform thorough visual inspection of these tanks. The aft fuel tanks, 3-28-1-F and 3-28-2-F, are equipped with secondary access lids located under the false deck inside the crew lockers.

None.

2. APPLICABLE DOCUMENTS

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

3. REQUIREMENTS

3.1 General.

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

3.2 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as sediment or sludge, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.

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

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

· Tank structural condition.

· Inaccessible areas.

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

· Tank level indicator (TLI) and/or float switch condition.

· Sounding tube and striker plate condition.

· Suction and discharge piping condition.

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

3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183, and install new 316 stainless steel fasteners. The existing mounting studs may be reused.

3.6 Operational test - final. After all authorized work is completed, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the TLIs to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.

4. NOTES

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

12310_DLA_FLT (10 Sept 2008)

110C WPB (27 Oct 2008) WORK ITEM 5: Clean and Inspect Oil and Oily Waste Tanks

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

(gallons)

**These tanks are preserved.

None.

2. APPLICABLE DOCUMENTS

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

3. REQUIREMENTS

3.1 General.

3.1.1 Operational…