Specification_SEA_LION_(WPB_87)_DS_FQ2_JEB_16R0.doc

USCGC SEA LION (WPB 87352)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2016

Developed By: Stephanie A Antonietti (Rev-0, 13 October 2015)

TABLE OF CONTENTS

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.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

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

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

· Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws:: www.gpoaccess.gov The Government is aware of the following internet web links where contractors may procure commercial specifications:

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

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

· NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 167-001, Rev G, Schedule of Doors, Manholes, Windows and Hatches

Coast Guard Drawing 87 WPB 171-001, Rev U, Mast Details

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

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

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

Coast Guard Drawing 87 WPB 331-001, Rev N, Lighting System Deck Plan

Coast Guard Drawing 87 WPB 514-001, Rev M, HVAC Duct and Piping System

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

Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Coverings & Details

Coast Guard Drawing 87 WPB 635-001, Rev C, Linings And Insulation Plan & Details

COAST GUARD PUBLICATIONS

Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant Alignment Instructions 8V396 TE94/Flange mounted BW 255

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

Coast Guard Technical Publication (TP) 4531, Mar 2003, MAIN DIESEL ENGINE - DESCRIPTION & OPERATION MANUAL - MODEL 8V396TE94

Coast Guard Technical Publication (TP) 4532, Mar 2003, MAIN DIESEL ENGINE - PARTS CATALOG - MODEL 8V396TE94

Coast Guard Technical Publication (TP) 4533, Mar 2003 , MAIN DIESEL ENGINE - MAINTENANCE MANUAL - MODEL 8V396TE94

Coast Guard Technical Publication (TP) 4535B, Mar 2003, MAIN DIESEL ENGINE - FLUIDS & LUBRICANTS SPECIFICATIONS

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

MTU Main Diesel Engine Installation Memo, 7 October 2010

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F992, 2011, Standard Specification for Valve Label Plates

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

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

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)

*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, paragraph 3.2.6.5 (Inspection report particulars)):

This section is not applicable to this package.

Principal Characteristics

87' WPB

Physical

Hull

Machinery

Tank Capacities

00000_0315_FLT

REC_00000_FLT_ Commercial Project @ CG Facility (1212) General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

Coast Guard Drawings

None

Coast Guard Publications

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Other References

None

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 to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.

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

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

· Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

· National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

· Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to adequately accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

· None.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating 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-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

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

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.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________

Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

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

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________

Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

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

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15

(microsiemens/cm)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2

*BASE METAL READING (BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

ADJUSTMENTS

Avg.

ADJUSTMENTS

Avg.

23000_MWS_0712_87WPB

WORK ITEM 1: Main Diesel Engine, Port, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the port main diesel engine (MDE).

1.2 Government-furnished property.

2. REFERENCES

Coast Guard Drawings

Coast Guard Drawing 87 WPB 243-001, Rev M, Propulsion Shaft Details Coast Guard Drawing 87 WPB 182-001, Rev B, Main Engine and Generator Foundations

Coast Guard Publications

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

MTU Main Diesel Engine Installation Memo, 7 October 2010

Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant Alignment Instructions 8V396 TE94/Flange mounted BW 255

Coast Guard Technical Publication (TP) 4531, Mar 2003, MAIN DIESEL ENGINE - DESCRIPTION & OPERATION MANUAL - MODEL 8V396TE94

Coast Guard Technical Publication (TP) 4532, Mar 2003, MAIN DIESEL ENGINE - PARTS CATALOG - MODEL 8V396TE94

Coast Guard Technical Publication (TP) 4533, Mar 2003 , MAIN DIESEL ENGINE - MAINTENANCE MANUAL - MODEL 8V396TE94

Coast Guard Technical Publication (TP) 4535B, Mar 2003, MAIN DIESEL ENGINE - FLUIDS & LUBRICANTS SPECIFICATIONS

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

Other References

None

3. REQUIREMENTS

3.1 General. The Contractor shall:

3.1.1 Technical Representative Services for grooming, commissioning, etc. Provide an on-site technical representative certified by MTU to the M2 Level and that has accumulated marine MTU repair/overhaul experience in 5 of the last 10 years; experience in installing/commissioning MTU marine engines preferred. The technical representative shall advise on manufacturer's information, procedures, software, control systems, dimensions, and clearances associated with the system, conduct proper repair methods, and ensure compliance with manufacturer's procedures and standards during installation of the marine propulsion diesel engine.

3.1.2 For dock and sea trials, provide an on-site qualified technical representative certified by MTU to the E3 Level.

3.1.3 Alignment personnel qualification. The Contractor shall ensure that the shaft alignment is performed under the direct supervision of personnel experienced in and regularly engaged in shaft and engine alignment. Personnel performing alignment work shall be familiar with manufacturer's installation techniques, be able to assist with proper bearing and shaft alignment, be able to analyze shaft and bearing clearances, and be able to ensure compliance with engine/reduction gear manufacturer's installation standards. Personnel engaged in the supervision of the alignment work shall possess a résumé of demonstrated experience with engine and reduction gear systems. Submit a copy of the supervisor’s résumé and any applicable references to the COTR at the Arrival Conference.

3.1.4 Refer to TP-4531, TP-4532, TP-4533, TP-4535B, TP-4593C for all work herein.

3.1.5 Tag-outs and isolation. Ensure all affected systems are properly tagged out and low voltage systems in way of repairs have been isolated and secured.

NOTE

Determine the “port” or “stbd” the configuration of new GFP engine. If a “stbd” GFP engines is received, then include that determination in the CFR below. The engine shall be converted to the port configuration via contract mod.

3.2 Renew port MDE. The Contractor shall renew the port MDE assembly. Use Government-furnished material listed in paragraph 1.2 above. Refer to MTU Main Diesel Engine Installation Memo (for info only). Close valves, drain, and disconnect the engine fluid systems. Dispose of removed fluids in accordance with all applicable Federal, state, and local regulations. Remove all engine support components to facilitate safe removal of the engine. Retain all removed components for reinstallation. Renew all disturbed fasteners. Visually inspect the engine bed and foundation for deformation and rust. Determine of a GFP engine must be converted to a “port” engine. Submit a CFR. Prepare and package the F condition engine for shipment. Drain all fluids from the engine before packaging. Remove all electrical connections, and seal off sockets with a suitable adhesive tape. All screwed connections must be sealed with plastic or metal blanking caps. All flanged connections must be fitted with suitable wooden blanks, sealed in position with waterproof adhesive tape. Cover all openings to atmosphere with waterproof paper sealed with waterproof adhesive tape. Blank exhaust pipes and any other orifices over 3 inches in diameter with wooden flanges, sealed with adhesive tape. Re-use crates from A-condition engine. In addition:

· Remove MIM & EDM from ECS UNI & place in F engine's X-10 box.

· Ensure MIM and EDM are packaged in Static Proof bags or equivalent when stored in the X10 box.

· Crankshaft locking device (provided on "A" condition engine) is returned with the F.

· Serial Number on crate is changed to reflect serial number of "F" condition engine.

· Condition Code on crate changed to F.

· Ensure F engine is protected from weather if left outside.

· Install shipping blanks from A engine (turbos, water inlets/outlets, etc) on F engine.

· Ensure any parts /assemblies removed for trouble shooting or failure analysis are reinstalled on F engine.

3.2.1 Attach the following labels to the removed engine, ensuring that they are in a prominent position, stating:

· “NO OIL OR WATER, DO NOT TURN!”.

· “ENGINE REMOVED FROM SERVICE – Date__________”.

3.2.2 Notify the COR at least 24 hours prior to closing shipping crates. Turn over crated engines to the PE as an MTI item.

3.3 After the completion of all work, reinstall access soft patches with new gasket and new fasteners. Reinstall all interferences removed to accomplish this work. An approved sealant may be used in addition to the new gasket to ensure there are no water leaks. Renew all removed fluids (e.g. lube oil, jacket water, etc.)

3.4 Alignment preparation. Prior to engine alignment, the Contractor shall ensure the following conditions are met for at least 24 hours before the alignment check:

· Cutter fuel and water filled to normal operating levels, a minimum of three-quarters capacity.

· All major equipment and machinery weighing over 1,000 pounds (450 kilograms) are either installed or simulated by equivalent weights appropriately located.

· Contractor shall ensure that divers are on standby in order to seal stern tube from hull side of stern tube in the event of water ingress from malfunctioning emergency inflatable shaft seal during alignment procedure.

3.5 Engine assembly alignment. The Contractor shall align port engine/reduction-gear to its prop shaft. Refer to Coast Guard Drawings 87 WPB 182-001, 87 WPB 243-001, and Engine/Gearbox Plant Alignment Instructions (USCG CPB Project MTU-FA 771903). Measure and record final coupling hub alignment readings. Submit CFR.

3.6 Water hose test. The Contractor shall inspect and perform a water hose test of all affected boundaries in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.7 Operational test. The Contractor shall demonstrate proper operation of all disturbed assemblies and components per CG Inspector. During sea trials verify no unusual noise, vibrations, binding, etc. Correct all discrepancies. Submit a CFR.

4. NOTES

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

16702_MWS_0815_87WPB

WORK ITEM 2: Door(s), Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the following door(s). If an “X” appears beside the “Door” column, that window is designated for replacement. If an “X” does not appear beside the “Window/Portlight” column that window is NOT designated for replacement:

1.2 Government-furnished property.

($/UNIT)

Coast Guard Drawing 87 WPB 167-001, Rev G, Schedule of Doors, Manholes, Windows and Hatches Coast Guard Publications

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Other References

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

· Electrical cable and lighting.

· Insulation.

· Bulkhead paneling.

3.2 Door renewal. The Contractor shall renew the door(s) designated in paragraph 1.1 above.

3.3 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

3.4 Water hose test. For doors that open to the weather deck, the Contractor shall inspect and perform a water hose test of all affected boundaries in accordance with Std Spec 0740, Appendix C. Submit a CFR.

4. NOTES

This section is not applicable to this work item.

EC_TB5000_17110_GLT_0713_087_WPB

WORK ITEM 3: Halyard Ring Eye Bolts, Install

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to install eight bimetallic bosses and stainless steel eyebolts on the mast.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings

Coast Guard Drawing 87 WPB 171-001, Rev U, Mast Details Coast Guard Publications

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Other References None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Coast Guard Drawing 87 WPB-171-001 shall be referenced to aid in identifying any additional interference. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Halyard Staples

· Electrical cable

3.2 Removal and installation. The Contractor shall remove and dispose of all eight existing halyard staples and install eight new bimetallic bosses and stainless steel eyebolts in accordance with Coast Guard Drawing 87 WPB-171-001. All welding shall be in accordance with Surface Forces Logistics Center Standard Specification 0740, Welding and Allied Processes.

3.3 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior surfaces to match existing adjacent surfaces. Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

4. NOTES

None.

51403_MWS_0815_87WPB

WORK ITEM 4: HVAC Piping “Tree”, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the HVAC piping tree system as designated by CG Inspector.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings

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

Coast Guard Drawing 87 WPB 514-001, Rev M, HVAC Duct and Piping System Coast Guard Publications

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Other References

ASTM International (ASTM) F992, 2011, Standard Specification for Valve Label Plates

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.1.5 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (performed by Coast Guard personnel) of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR describing any additional repairs that may be required.

3.2 Piping renewals. While using Coast Guard Drawings 87 WPB 256-001 and 87 WPB 514-001 as guidance, the Contractor shall renew the AC piping “tree” as shown in Elevation 95-A of 87 WPB 256-001.

3.2.1 The Contractor shall renew all disturbed rubber gaskets (as applicable) with ASTM D1330 material.

3.2.2 The Contractor shall renew any valve label plate that is unreadable, damaged, broken, lost, etc., as applicable with the appropriate valve designation as shown on the applicable Compartment Checkoff List as designated by the Coast Guard Inspector.

3.3 Hydrostatic test. After all authorized repairs, the Contractor shall hydrostatically test all new and disturbed piping and components of the disturbed system in accordance with SFLC Std Spec 0740, Appendix C, “Hydrostatic Test”. Be aware that no leakage or permanent deformation of pressure-containing parts is permissible. Repair all leaks and discrepancies found. Submit a CFR.

3.4 Leak test. After all authorized repairs, the Contractor shall perform an operational test of the disturbed systems at normal operating pressure. Be aware that no visible leakage or deformation is acceptable. Submit a CFR. Repair all leaks and discrepancies found.

3.5 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs).

3.7 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of all disturbed systems to prove satisfactory operating condition. Submit a CFR.

4. NOTES

This section is not applicable to this work item.

S15_002_63401_MWS_0815_87352

WORK ITEM 5: Interior Deck Covering Systems, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the deck covering systems designated below:

MESS DECK & GALLEY (2-9-2-Q, 2-9-1-Q)

Aluminum Joiner Deck

Area: ~175 Sqft (Note: Interferences may include: ladder, galley tables/benches, galley and mess deck appliances/storage, bilge accesses) Epoxy Flake System (paragraph 3.3 below)

Color:

Match existing Renew Underlayment:

Yes Additional work: Renew all substrate, ~175 square feet

1.2 Government-furnished property.

Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Coverings & Details Coast Guard Publications

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Other References

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

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

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences listed in paragraph 1.1 in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Deck covering renewal. While using SFLC Std Spec 6341 as guidance, the Contractor shall renew the epoxy flake system over deck areas specified under paragraph 1.1. Renew pc 7 of Coast Guard Drawing 87 WPB 634-001 (slip-resistant treads) where disturbed.

CAUTION

To minimize impact on cutter weight & moment, do not add excessive deck covering material, beyond what was removed. Make new deck covering thickness as close as practicable original, pre-resealed thickness.

4. NOTES

This section is not applicable to this work item.

S15_004_63501_MWS_0815_87352

WORK ITEM 6: Insulation Maintenance, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew approximately 75 square feet of insulation and repair existing insulation as designated by the Coast Guard Inspector.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings

Coast Guard Drawing 87 WPB 331-001, Rev N, Lighting System Deck Plan Coast Guard Drawing 87 WPB 601-001, Rev R, Outboard Profile & General Arrangements

Coast Guard Drawing 87 WPB 635-001, Rev C, Linings And Insulation Plan & Details Coast Guard Publications

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Other References

None

3. REQUIREMENTS

3.1 General.

3.1.1

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

· Wire Cable

· Lighting

· Hardware

3.2 Maintenance particulars. Using Coast Guard Drawings 87 WPB 331-001, 87 WPB 635-001 and 87 WPB 601-001 as guidance, the Contractor shall accomplish the following:

3.2.1 Insulation renewal. Renew approximately 75 square feet of insulation material in the lazarette (2-22-0-E) in the following locations and on QAWTH 1-2-0 and QAWTH 1-22-1, as designated by the Coast Guard Inspector and as shown on Coast Guard Drawing 87 WPB 635-001:

· beneath RIB notch

· around port and starboard hatches into the compartment.

3.3 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

4. NOTES

This section is not applicable to this work item.