270 DS IDIQ SPEC R1 Issue TEF 072910.doc

WMEC 270 “A&B CLASS" MEDIUM ENDURANCE CUTTERS

SPECIFICATION FOR ROUTINE DOCKSIDE REPAIRS

Developed By: Tim Frownfelter, WMECPL-APM (Rev-1, 28 April 2010)

TABLE OF CONTENTS

ivRevisions Record vConsolidated List of References xConsolidated List of Government-furnished Property xiiConsolidated List of Critical Inspection Items xiiiPrincipal Characteristics

1General Requirements

10WORK ITEM 1: Hull and Structural Plating – ¼” to ½” Aluminum Plate, Renew

12WORK ITEM 2: Hull and Structural Plating – ¼” to ½” Steel Plate, Renew

14WORK ITEM 3: Chain Lockers, Inspect

16WORK ITEM 4: Sea Water Piping, Renew

19WORK ITEM 5: Main Diesel Engine (MDE) Exhaust Stack Uptakes, Clean

22WORK ITEM 6: Ship Service Diesel Generator (SSDG) Exhaust Piping, Clean

25WORK ITEM 7: Vent Ducts (Engine and Motor Room - All), Commercial Cleaning

27WORK ITEM 8: Vent Ducts (Galley and Pantry Room - All), Commercial Cleaning

29WORK ITEM 9: Vent Ducts (Laundry Exhaust), Commercial Cleaning

31WORK ITEM 10: Chill Water Piping, Renew

35WORK ITEM 11: Feed/Jacket Water Piping, Renew

38WORK ITEM 12: Potable Water Piping, Renew

41WORK ITEM 13: Potable Water Pneumatic Tank, Clean and Inspect

44WORK ITEM 14: Fuel Piping, Renew

47WORK ITEM 15: Fin Stabilizers, General Maintenance

51WORK ITEM 16: Commissary Hoist Assembly, Perform Maintenance On

55WORK ITEM 17: Anchor Windlass Assembly, Perform Maintenance

58WORK ITEM 18: Warping Capstan, Perform Maintenance

61WORK ITEM 19: Articulating Crane, Hydraulic, Perform Level 3 Maintenance

66WORK ITEM 20: Helo Talon Grid, Inspect and Test

69WORK ITEM 21: Grey Water Holding Tanks, Clean and Inspect

72WORK ITEM 22: Sewage Holding Tanks, Clean and Inspect

75WORK ITEM 23: Sewage Vacuum Collection Tanks, Clean and Inspect

78WORK ITEM 24: Grey Water Piping, Clean and Flush

81WORK ITEM 25: Sewage Piping, Renew

85WORK ITEM 26: Sewage Piping, Clean and Flush

88WORK ITEM 27: Tanks (Ballast), Preserve “100%”

91WORK ITEM 28: Tank (Dirty Oil and Waste), Preserve “100%”

94WORK ITEM 29: Tanks (Potable Water), Preserve “100%”

97WORK ITEM 30: Tanks (Sewage and Vacuum Collection), Preserve “100%”

100WORK ITEM 31: Tanks (Grey Water Holding), Preserve “100%

103WORK ITEM 32: Watertight Doors and Scuttles (Internal DC Deck and Below), Renew

106WORK ITEM 33: Watertight Doors and Scuttles (External), Renew

109WORK ITEM 34: Piping Insulation, Renew

112WORK ITEM 35: Compressed Air Receivers, Clean, Inspect, and Test

115WORK ITEM 36: Tanks (Ballast), Preserve, “Partial”

118WORK ITEM 37: Tank (Dirty Oil and Waste), Preserve, “Partial”

121WORK ITEM 38: Tanks (Potable Water), Preserve “Partial”

124WORK ITEM 39: Tanks (Sewage Holding), Preserve, “Partial”

126WORK ITEM 40: Tanks (Grey Water Holding), Preserve, “Partial”

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 ReferencesThe 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 or 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 901 WMEC 123-002, Rev D, Chain Locker Bulkheads and Details

Coast Guard Drawing 901 WMEC 162-001, Rev I, Stacks

Coast Guard Drawing 901 WMEC 186-003, Rev -, Talon Grid Foundations and Structural Mod 01 Level

Coast Guard Drawing 901 WMEC 259-001, Rev G, Diesel Exhaust System Diagram

Coast Guard Drawing 901 WMEC 259-002, Rev K, Diesel Exhaust, Arrangement

Coast Guard Drawing 901 WMEC 505-007, Rev F, Piping System Cleaning and Flushing Procedures

Coast Guard Drawing 901 WMEC 512-009, Rev E, Vent, 01 Level and Above, Frame 103-140, Arrangement and Details

Coast Guard Drawing 901 WMEC 514-001, Rev K, HVAC System Diagram

Coast Guard Drawing 901 WMEC 514-005, Rev J, HVAC Fan Rooms, Main Deck Arrangement and Details

Coast Guard Drawing 901 WMEC 529-1, Rev N, Ballasting & Emergency Bilge Drainage System Diagram Coast Guard Drawing 901 WMEC 233-5, Rev Z, Piping Schematic Fuel Oil System Diagram Coast Guard Drawing 901 WMEC 533-001, Rev G, Feedwater System Diagram

Coast Guard Drawing 901 WMEC 533-002, Rev J, Feedwater System A&D

Coast Guard Drawing 901 WMEC 533-003, Rev M, Potable Water Brominator System Diagram

Coast Guard Drawing 901 WMEC 533-005, Rev H, H&C Potable Water System Main Deck - A & D

Coast Guard Drawing 901 WMEC 533-006, Rev H, H&C Potable Water System 01 Level and Above A&D

Coast Guard Drawing 901 WMEC 533-007, Rev J, H&C Potable Water Below Main Deck

Coast Guard Drawing 901 WMEC 565-004, Rev F, Fin Stabilizer Hydraulic Piping Diagram

Coast Guard Drawing 901 WMEC 565-007, Rev H, Fin Stabilizer Variable Assembly

Coast Guard Drawing 901 WMEC 572-001, Rev G, Service Hoist Installation and Details

Coast Guard Drawing 901 WMEC 581-001, Rev G, Anchor Handling, Arrangements & Details

Coast Guard Drawing 901 WMEC 581-002, Rev C, Hawse and Chain Pipes

Coast Guard Drawing 901 WMEC 582-002, Rev D, Capstan, Arrangement & Details

Coast Guard Drawing 901 WMEC 583-006, Rev H, Articulating Crane Installation and Assembly

Coast Guard Drawing 901 WMEC 583-007, Rev G, Articulating Crane Hydraulic System Diagram

Coast Guard Drawing 901 WMEC 583-008, Rev E, Articulating Crane Hydraulic System A & D

Coast Guard Drawing 901 WMEC 583-009, Rev -, Articulating Crane Model No. 3409- HMC Electrical Schematic

Coast Guard Drawing 901 WMEC 583-012, Rev G, Articulate Crane Hyd Pwr Unit Instl & Arr, Assy.

Coast Guard Drawing 901 WMEC 593-003, Rev G, Sewage Transfer System Diagram

Coast Guard Drawing 901 WMEC 593-004, Rev H, Sewage Transfer System A&D

Coast Guard Drawing 901 WMEC 593-005, Rev H, Sewage Vacuum System Diagram

Coast Guard Drawing 901 WMEC 593-006, Rev J, Sewage Vacuum System Below Main Deck

Coast Guard Drawing 901 WMEC 593-007, Rev F, Sewage Vacuum System, Main Deck and Above – A&D

Coast Guard Drawing 901 WMEC 634-002, Rev -, C & A, Paint, Deck Covering, and Insulation Mod Helo Grid Install

Coast Guard Drawing 905 WMEC 123-002, Rev C, Chain Locker Bulkheads and Details

Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks

Coast Guard Drawing 905 WMEC 186-003, Rev -, Talon Grid Foundations and Structural Modifications

Coast Guard Drawing 905 WMEC 233-5, Rev A, Prop Diesel Fuel Oil Sys Diag

Coast Guard Drawing 905 WMEC 259-001, Rev C, Diesel Exhaust, Sheet 1

Coast Guard Drawing 905 WMEC 259-002, Rev C, Diesel Exhaust, Arrangement

Coast Guard Drawing 905 WMEC 505-007, Rev J, Piping System Cleaning and Flushing Procedures

Coast Guard Drawing 905 WMEC 512-009, Rev C, Vent, 01 Level and Above, Frame 103-140, Arrangement and Details

Coast Guard Drawing 905 WMEC 514-001, Rev F, HVAC System Diagram

Coast Guard Drawing 905 WMEC 514-005, Rev C, HVAC Fan Rooms, Main Deck Arrangement and Details

Coast Guard Drawing 905 WMEC 529-1, Rev J, Ballasting & Emergency Bilge Drainage System Diagram

Coast Guard Drawing 905 WMEC 533-001, Rev D, Feedwater System Diagram

Coast Guard Drawing 905 WMEC 533-002, Rev D, Feedwater System A&D

Coast Guard Drawing 905 WMEC 533-003, Rev F, Potable Water Brominator System Diagram

Coast Guard Drawing 905 WMEC 533-005, Rev B, H&C Potable Water System Main Deck - A & D

Coast Guard Drawing 905 WMEC 533-006, Rev A, H&C Potable Water System 01 Level and Above A&D

Coast Guard Drawing 905 WMEC 533-007, Rev A, H&C Potable Water Below Main

Coast Guard Drawing 905 WMEC 565-007, Rev H, Fin Stabilizer Machinery Assembly

Coast Guard Drawing 905 WMEC 572-001, Rev E, Service Hoist Arrangement and Details

Coast Guard Drawing 905 WMEC 581-001, Rev D, Anchor Handling, Arrangements & Details

Coast Guard Drawing 905 WMEC 581-002, Rev B, Hawse and Chain Pipes

Coast Guard Drawing 905 WMEC 582-002, Rev B, Capstan, Arrangement & Details

Coast Guard Drawing 905 WMEC 583-006, Rev C, Articulating Crane A & D

Coast Guard Drawing 905 WMEC 583-007, Rev D, Articulating Crane Hydraulic System Diagram

Coast Guard Drawing 905 WMEC 583-008, Rev B, Articulating Crane Hydraulic System A & D

Coast Guard Drawing 905 WMEC 583-009, Rev B, Articulating Crane – Power Unit Electrical and Hydraulic Block Diagram

Coast Guard Drawing 905 WMEC 583-012, Rev A, Articulate Crane Hyd Pwr Unit Instl & Arr, Assy, and Lube Diag

Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical Schematic Diagram

Coast Guard Drawing 905 WMEC 593-002, Rev A, Vacuum Sewage System Comp Installation A&D

Coast Guard Drawing 905 WMEC 593-003, Rev D, Sewage Transfer System Diagram

Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D

Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D

Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram

Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck

Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System, Main Deck and Above – A&D

Coast Guard Drawing 905 WMEC 634-002, Rev -, C & A, Paint, Deck Covering, and Insulation Mod Talon Grid

Coast Guard Drawing FL-588-001, Rev C, Talon Grid Support Skirt Replacement

Coast Guard Drawing FL-8301-002, Rev A, Talon Helo Landing Grid Stanchion Bolt with Locknut

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 3010 (SFLC Std Spec 3020), Jan 2009, Overhaul AC Electrical Motors Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), Jan 2009, Overhaul AC Electrical Motors Surface Forces Logistics Center Standard Specification 3134 (SFLC Std Spec 3134), Jan 2009, Overhaul Electrical Rotating Machines Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), Jan 2009, Clean Shipboard Ventilation Systems Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Color Manual Coast Guard Technical Publication (TP) 2837, Feb 2007, Fin Machinery and Hydraulics Subsystems WMEC 270 Class Ship Coast Guard Technical Publication (TP) 2837, Feb 2007, SWBS 572, Section A, Commissary Hoist System Coast Guard Technical Publication (TP) 2837, Section 581-A, Jul 1998, Capstan-Windlass Model X-1836 Coast Guard Technical Publication (TP) 2837, Feb 2007, Manufacturer’s Instruction Book, SWBS 582, Capstan Model X-1835 Coast Guard Technical Publication (TP) 2838, Dec 2007, Manufacturers' Instruction Book, Section 583 – D, Technical Manual for Iowa Tooling Co. Articulating Boat Crane Coast Guard Technical Publication (TP) 3351, May 2008, Preventive Maintenance System Manual, 270’ WMEC Class Cutters, Sections A and B, Maintenance Procedure Card (MPC) A-C-966, A-A-1140, & A-A-949.

Coast Guard Technical Publication (TP) 3368, Feb 2006, Technical Documentation Helicopter Land Grid TYPE 18-22-01

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects

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

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

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

ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery

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

Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health Standards for Shipyard Employment

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

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

Electric Boat Corporation (EB) Specification 4013, Feb 1999, Anti-Sweat and Refrigerant Insulation (Sheets and Tubes)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

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

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

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

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2004, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning

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)

2-9321 Cups Y1S9321 Spacer

*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)):

Work Item Title

Principal Characteristics

270A WMEC (A CLASS) MEDIUM ENDURANCE CUTTER (WMEC 901-904)

PROPELLER / SHAFT

270B WMEC (B CLASS) MEDIUM ENDURANCE CUTTER(WMEC 905-913)

PROPELLER / SHAFT

00000_0110_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0110) General Requirements

1. SCOPE

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

2. REFERENCES

Coast Guard Drawings None.

Coast Guard Publications Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Other References 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 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

· Provide portable fire extinguishers for Coast Guard fire watch personnel.

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 shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazard wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 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 COTR or KO-approval.

3.4.4.3 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with, the local and state regulations.

3.4.4.4 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

4. NOTES

4.1 Temporary sanitary and sewage facilities.

4.1.1 Sanitary facilities for vessel-personnel – due to disruption of grey water system. When the shipboard grey water system is 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.

TABLE II - SANITARY FACILITY AMENITIES

VESSEL

LENGTH

(feet)

4.1.2 HVAC system. Ensure that the facility is equipped with heating, filtered ventilation, and air conditioning to maintain interior temperatures in the 65 to 78 degree Fahrenheit range, and has local climate control for the user.

4.1.3 Janitorial services. Ensure that the facility is cleaned at least once a day, and cleaning shall include, but not be limited to:

· Trash removal.

· Restocking of consumables (toilet paper, soap, etc.).

· Cleaning of toilets, showers and sinks.

NOTE

All plumbing repairs such as unclogging of toilets and shower and sinks drains shall be the responsibility of the Contractor.

4.1.4 Security. Ensure that the facility is capable of being locked from the outside and is also equipped, on the inside, with a suitable locking mechanism such as a sliding latch. Provide the COTR with two keys for each lock.

4.1.5 Additional sanitary facility for mixed gender crew. If the vessel consists of a mixed gender crew, provide an additional equal facility that is completely separate, with its own entrance.

4.1.6 Sewage facilities for vessel personnel – due to disruption of sewage system. When the shipboard toilets are unavailable due to contract work, and no permanent shore side facilities are available, the Contractor shall provide vessel-personnel with portable toilets as specified in Table III (Portable Toilets). Ensure that the toilets are:

· Located as close as possible to the vessel, at a distance not to exceed 100 yards.

· Cleaned and emptied daily, and restocked with consumables.

TABLE IIi - PORTABLE TOILETS

(QTY)

LENGTH

(feet)

TYPE

4.1.7 Sanitary facilities for Contractor-personnel. The Contractor shall be responsible for providing sanitary facilities for all Contractor-personnel, ensuring that such facilities are distinct and separate from facilities used by vessel personnel.

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

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

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Specific Area Being Preserved: ___________________________________________________________

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). Conduct 5 sets of 3 readings for the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

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 (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.

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ (Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat)

| DP - Surface |

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-3 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Surface Profile Measurements: ___________________________________________________________

(mils)

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________ Place Surface Profile Replica Tapes In The Spaces Provided Below, To Serve As Permanent QA record. Maintain separate log for each area/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

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

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Location of Work (including frame numbers): _______________________________________ Area (square feet): ____________

(microsiemens/cm)

Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence) Vessel Name: _______________________ Hull Number: ______________ CLIN No.: _____________ Work Item Title: ________________________________________________ Coating Manufacturer: ___________________Product Name: _______________________Batch Number: ____________ Induction Time: _______________________________________________________________ Coating System Sequence (Indicate Whether: Primer, Touch-Up Primer, Barrier Coat, 3rd Coat…): __________________ Dry Film Thickness (DFT) Measurements IAW SSPC PA-2

*BASE METAL READING (BMR)

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

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Application Method (Airless, Conventional Spray, Rolled):____________________ Average DFT: __________________________________________________________ Name of QP-1 or NACE-Certified Inspector: __________________________________________ Cert. No.: ____________ Signature of Inspector: _______________________________________ Date:_______________ Time: _________

11101_TEF_0309_FLT

1101_TEF_WMEC_0110

WORK ITEM 1: Hull and Structural Plating – ¼” to ½” Aluminum Plate, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew four (4) square feet of aluminum plate. Plate thickness may range from 1/4 inch to ½ inch. Location of plate to be repaired shall be determined on a case-by-case basis by US Coast Guard personnel.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Applicable Coast Guard Drawings will be provided upon contractor request for the specific repairs to be completed.

Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Other References None.

3. REQUIREMENTS

3.1 General. The Contractor shall perform all welding in accordance with SFLC Std Spec 0740. Be aware that this work item includes all welding related activities only and does not include interference removal. The Contractor shall submit a Change Request detailing any additional interferences after being notified by the COTR of the exact location of the piping to be renewed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Renewal. The Contractor shall renew aluminum plate in thicknesses ranging from 1/4 inch to ½ inch plating, as designated by the Coast Guard Inspector, up to 4 square feet, using the Coast Guard Drawing(s) provided as guidance.

3.3 Nondestructive inspection (NDI). The Contractor shall perform NDI of all welds the Contractor completed in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.4 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with COMDTINST M10360.3, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable. Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

NOTE

This item does not address interferences in way of repair work. Cost of interference removal and reinstallation must be negotiated via the Change Request process.

4. NOTES

This section is not applicable to this work item.

11101_TEF_0309_FLT

1101_TEF_WMEC_0110

WORK ITEM 2: Hull and Structural Plating – ¼” to ½” Steel Plate, Renew

1.1 Intent. This work item describes the requirements for the Contractor to renew four (4) square feet of steel plate. Plate thickness may range from 1/4 inch to ½ inch. Location of plate to be repaired shall be determined on a case-by-case basis by US Coast Guard personnel.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Applicable Coast Guard Drawings will be provided upon contractor request for the specific repairs to be completed.

Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Other References None.

3. REQUIREMENTS

3.1 General. The Contractor shall perform all welding in accordance with SFLC Std Spec 0740. Be aware that this work item includes all welding related activities only and does not include interference removal. The Contractor shall submit a Change Request detailing any additional interferences after being notified by the COTR of the exact location of the piping to be renewed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Renewal. The Contractor shall renew aluminum plate in thicknesses ranging from 1/4 inch to ½ inch plating, as designated by the Coast Guard Inspector, up to 4 square feet, using the Coast Guard Drawing(s) provided as guidance.

3.3 Nondestructive inspection (NDI). The Contractor shall perform NDI of all welds the Contractor completed in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.4 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with COMDTINST M10360.3, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable. Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

NOTE

This item does not address interferences in way of repair work. Cost of interference removal and reinstallation must be negotiated via the Change Request process.

4. NOTES

This section is not applicable to this work item.

12301_CHNLKR_0110_FLT

REC_63110_FLT_CHNLKR_270’ WMEC ‘B’ Class (ALL) (0110)

WORK ITEM 3: Chain Lockers, Inspect

1.1 Intent. This work item describes the requirements for the Contractor to inspect Chain Lockers.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 901 WMEC 123-002, Rev D, Chain Locker Bulkheads and Details Coast Guard Drawing 901 WMEC 581-002, Rev C, Hawse and Chain Pipes Coast Guard Drawing 905 WMEC 123-002, Rev C, Chain Locker Bulkheads and Details Coast Guard Drawing 905 WMEC 581-002, Rev B, Hawse and Chain Pipes Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Other References None.

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard Drawings Drawings listed in section 2 (REFERENCES) above for guidance.

3.1.1 Interference. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Eductor strainer.

· Anchors and chains.

· Fluid contents of chain locker(s).

· Deck grating.

· Manhole cover(s).

3.1.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of the bilge sensor(s)/alarm(s) to demonstrate existing operational condition. Submit a CFR.

3.2 Requirements. The Contractor shall visually inspect sounding tubes and the port and starboard chain locker surfaces, including the sump, bellmouths, hawse pipes, chain pipes, and all structural members. Submit a CFR including the following, as applicable:

· Structural condition.

· Inaccessible areas.

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

3.3 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of the bilge sensor(s)/alarm(s) to prove satisfactory operating condition. Submit a CFR.

4. NOTES

This section is not applicable to this work item.

S_53300_MWC_0209_SWIT

IDIQ_25600_DLA_0310_270WMEC

WORK ITEM 4: Sea Water Piping, Renew

1.1 Intent. This work item describes the requirements for the Contractor to renew designated sea water piping in one (1) linear foot increments.

1.2 Government-furnished property.

None.

2. APPLICABLE DOCUMENTS

Coast Guard Drawings Applicable Coast Guard Drawings will be provided upon contractor request for the specific repairs to be completed.

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), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Other References American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

3. REQUIREMENTS

3.1 General. The Contractor shall refer to the applicable Coast Guard drawings for guidance.

3.1.1 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. The Contractor shall submit a Change Request detailing any additional interferences after being notified by the COTR of the exact location of the piping to be renewed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Insulation.

· Piping contents.

· Electrical wiring.

3.1.2 Fluid handling. The Contractor shall drain and dispose of residual fluid in tanks and piping in accordance with all Federal, state, and local rules and regulations.

3.2 Piping renewal. The Contractor shall renew one linear foot of 2 1/2-inch, CuNi, sea water piping in a location designated by the COTR. The Contractor shall submit a CFR to renew any disturbed flange gaskets. The Contractor shall submit a CFR to clean, dress, and true any disturbed gasket mating surfaces.

3.3 Testing. If a Change Request is released and approved, the Contractor shall test designated valves in accordance with the applicable standard(s) listed in Table I (Valve Standards). Submit a CFR.

TABLE I - Valve Standards

3.4 Valve labeling. If a Change Request is released and approved, the Contractor shall fabricate and install a valve label plate for each designated valve in accordance with ASTM F992. Ensure that each new label is mated to the proper valve upon final installation.

3.5 Flushing. After all authorized work is complete, the Contractor shall accomplish the following:

3.5.1 Flush disturbed piping with clean fresh water for five minutes. Ensure that flushing fluid is directed to move scale and foreign debris away from installed machinery to prevent possible damage upon operational testing. Submit a CFR documenting date and time of flushing process, and verification of piping cleanliness.

3.5.2 Dispose of flushing fluid in accordance with all applicable Federal, state, and local regulations.

CAUTION!

Do not drain ANY Fluids (including fresh water) into any space, bilge, or exterior location.

3.6 Hydrostatic test. After all authorized welding repairs of the system piping, the Contractor shall hydrostatically test the new and disturbed piping 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.

3.7 Leak test. After all authorized repairs of mechanical (i.e. threaded, bolted, etc.) joints, the Contractor shall perform an operational test of the sea water system using the system fluid at normal operating pressure. Be aware that no visible leakage or deformation is acceptable. Repair all leaks and discrepancies found. Submit a CFR.

3.8 Touch-up preservation. The Contractor shall prepare and touch-up coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with COMDTINST M10360.3, Appendix B (Cutter and Boat Interior Painting Systems). Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

4. NOTES

This section is not applicable to this work item.

25901_JAH_1109_FLT

REC_25901_FLT_270B WMEC (ALL) (1109)

WORK ITEM 5: Main Diesel Engine (MDE) Exhaust Stack Uptakes, Clean

1.1 Intent. This work item describes the requirements for the Contractor to clean the Main Diesel Engine (MDE) exhaust stack uptakes.

1.2 Government-furnished equipment.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 901 WMEC 162-001, Rev I, Stacks Coast Guard Drawing 901 WMEC 259-001, Rev G, Diesel Exhaust, Sheet 1 Coast Guard Drawing 901 WMEC 259-002, Rev K, Diesel Exhaust, Arrangement Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks Coast Guard Drawing 905 WMEC 259-001, Rev C, Diesel Exhaust, Sheet 1 Coast Guard Drawing 905 WMEC 259-002, Rev C, Diesel Exhaust, Arrangement 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), Jan 2009, General Requirements Other References Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health Standards for Shipyard Employment

3. REQUIREMENTS

3.1 General.

3.1.1 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.

3.1.2 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Access covers.

· Exhaust stack.

· MDE.

· Piping.

· Pipe insulation.

· Vent ducting.

· Wiring.

· Exhaust pipe expansion joints.

· Exhaust insulation blankets.

3.1.3 Scaffolding. The Contractor shall, in accordance with 29 CFR 1915, Subpart E, erect suitable staging or scaffolding, as required, to facilitate to perform work.

3.1.4 Safety precaution. The Contractor shall rig suitable safety netting, to protect workers during possible falls, and to protect the Engine Room and machinery from falling tools.

3.1.5 Access openings. Due to limited access to the exhaust piping, the Contractor may, with express permission of the COTR (via submission of a CFR), cut access holes in the exhaust piping, above the mufflers, to facilitate removal of debris generated by the cleaning process.