SPECIFICATION FOR CGC CORMORANT_DD_FY12 R0.pdf

USCGC CORMORANT (WPB 87313)

87 FOOT COASTAL PATROL BOAT (USCG)

SPECIFICATION FOR DRYDOCK REPAIRS

Developed By: Jennifer L Smith, MKCS

(Rev-0, 05 May 2011)

USCGC CORMORANT (WPB-87313) DRYDOCK AVAILABILITY 2012

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ....................................................................................................................................... iv Consolidated List of References ................................................................................................................. v Consolidated List of Government-furnished Property ............................................................................. viii Consolidated List of Critical Inspection Items ........................................................................................... x Principal Characteristics ............................................................................................................................ xi General Requirements WORK ITEM 1: Perform Ultrasonic Thickness Measurements (D) WORK ITEM 2: Perform Ultrasonic Thickness Measurements (O) WORK ITEM 3: Forepeak, Modify (EC 087-A-033) (D) WORK ITEM 4: Dirty Oil Tank, Clean and Inspect (D) WORK ITEM 5: Oily Water Tank, Clean and Inspect (D) WORK ITEM 6: Tanks (MP Fuel Service), Clean and Inspect (D) WORK ITEM 7: Decks–Exterior (Main Deck), Preserve (D) WORK ITEM 8: Pilothouse Deck (Aluminum), Inspect, Preserve and Renew Electrical Matting (D) .. 34 WORK ITEM 9: Depth Sounder, Capastic Fairing, Renew (O) WORK ITEM 10: Main Engine/Reduction Gear, Realign (O) WORK ITEM 11: Propulsion Shafts, Remove, Inspect and Reinstall (D) WORK ITEM 12: Propulsion Shaft, Repair (O) WORK ITEM 13: Propulsion Shaft, Straighten (O) WORK ITEM 14: Intermediate Water-Lubricated Propulsion Shaft Bearing , Renew (O) WORK ITEM 15: Aft Water-Lubricated Propulsion Shaft Bearing, Renew (O) WORK ITEM 16: Intermediate Bearing Carrier, Renew (O) WORK ITEM 17: Aft Bearing Carrier, Renew (O) WORK ITEM 18: Stern Tube, Interior Surfaces, Preserve 100% (O) WORK ITEM 19: Stern Tube, Interior Surfaces, Repair (O) WORK ITEM 20: Propellers, Remove, Inspect and Reinstall (D) WORK ITEM 21: Propeller, Minor Reconditioning and Repairs, Perform (O) WORK ITEM 22: Fathometer Transducer, Renew (D) WORK ITEM 23: Speed Log, Skin Valve Assembly, Clean and Inspect (O) WORK ITEM 24: Sea Water System (Sea Valves, Strainers, Piping) Clean, Inspect and Renew (D) WORK ITEM 25: Rudder Assemblies, Remove, Inspect and Reinstall (D) WORK ITEM 26: Mooring Bits, Renew (EC 087-B-037) (D) WORK ITEM 27: RHIB Notch Skid Pads, Inspect (D) WORK ITEM 28: RHIB Notch Skid Pad Studs, Renew (O) WORK ITEM 29: Stern Launch Door, Remove, Inspect and Reinstall (D) WORK ITEM 30: Grey Water Holding Tank, Clean and Inspect (D) WORK ITEM 31: Sewage Holding Tank, Clean and Inspect (D) WORK ITEM 32: Grey Water Piping, Clean and Flush (D) WORK ITEM 33: Sewage Piping, Clean and Flush (D) WORK ITEM 34: U/W Body, Preserve (100%) (O) WORK ITEM 35: U/W Body, Preserve (Partial–33%) (O)

WORK ITEM 36: Cathodic Protection/Zincs, Renew (D) WORK ITEM 37: Drydocking (D) WORK ITEM 38: Temporary Services, Provide (D) WORK ITEM 39: Telephone Service, Provide (D) WORK ITEM 40: Install Dirty Oil Tank Level Indicator (EC 087-B-039) (D) WORK ITEM 41: Lighting, Repair (D) iii (Rev-0) iv (Rev-0)

Revisions Record This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM# CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

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 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 87 WPB 085-001, Rev -, Tank Capacity Curves Coast Guard Drawing 87 WPB 085-010, Rev D, Docking Plan Coast Guard Drawing 87 WPB 085-011, Rev B, Lifting Slings Coast Guard Drawing 87 WPB 085-012, Rev -, Lifting Cradle Coast Guard Drawing 87 WPB 111-001, Rev E, Shell Expansion Coast Guard Drawing 87 WPB 131-001, Rev J, Deck Construction Plan Coast Guard Drawing 87 WPB 131-002, Rev -, Forepeak Void New Watertight Flat Coast Guard Drawing 87 WPB 161-001, Rev C, Skeg Construction Coast Guard Drawing 87 WPB 163-001, Rev G, Sea Chest Details Coast Guard Drawing 87 WPB 165-001, Rev D, Transducer Details Coast Guard Drawing 87 WPB 182-001, Rev A, Main Engine & Generator Foundations Coast Guard Drawing 87 WPB 185-001, Rev AD, Auxiliary Foundation Booklet Coast Guard Drawing 87 WPB 243-001, Rev M, Propulsion Shaft Details Coast Guard Drawing 87 WPB 245-002, Rev -, Propeller Details Coast Guard Drawing 87 WPB 245-003, Rev A, Propeller Details Coast Guard Drawing 87 WPB 252-001, Rev D, Pilothouse Console Arrangement Coast Guard Drawing 87 WPB 252-002, Rev M, Alarm & Monitoring System Coast Guard Drawing 87 WPB 256-001, Rev U, Sea Water Cooling Piping Coast Guard Drawing 87 WPB 302-001, Rev T, Misc. Controls Wiring Diagram, sheets 1, 2, 3, 36, 39, & 42 Coast Guard Drawing 87 WPB 304-001, Rev D, Wireways Arrangement Coast Guard Drawing 87 WPB 331-001, Rev N, Lighting System Deck Plan Coast Guard Drawing 87 WPB 423-001, Rev U, Speed Log & Depth Sounder System Coast Guard Drawing 87 WPB 437-004, Rev E, Dirty Oil Tank Level Indication System v (Rev-0) http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace

Coast Guard Drawing 87 WPB 506-002, Rev E Vent, Fills & Sounds Piping Coast Guard Drawing 87 WPB 526-001, Rev H, Scuppers & Deck Drains Piping Coast Guard Drawing 87 WPB 529-001, Rev F, Bilge Piping Coast Guard Drawing 87 WPB 561-001, Rev J, Steering System Details Coast Guard Drawing 87 WPB 562-001, Rev A, Rudder Details Coast Guard Drawing 87 WPB 581-001, Rev F, Anchor Handling & Hawse Pipe Details Coast Guard Drawing 87 WPB 582-001, Rev J, Mooring and Towing Coast Guard Drawing 87 WPB 583-001, Rev R, RIB Deployment Structure Coast Guard Drawing 87 WPB 593-001, Rev K, Sewage Piping Coast Guard Drawing 87 WPB 601-001, Rev G, Outboard Profile & General Arrangements Coast Guard Drawing 87 WPB 631-001, Rev M, Ship’s Painting Schedule Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Coverings & Details Coast Guard Drawing 87 WPB 634-001, Rev C, Deck Coverings & Details, sheets 1-2 Coast Guard Drawing 87 WPB 635-001, Rev C, Linings and Insulation Plan & Details Coast Guard Drawing 87 WPB 640-001, Rev M, Interior Furnishings

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction, COMDTINST M10360.3C, June 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 Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install Interior Deck Covering Systems Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), Jan 2009, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses Coast Guard Technical Publication (TP) 4506, Mar 2005, SWBS 562, Wartsila TM-EL-68839, Issue A, Rudderstock Seal Type EL Coast Guard Technical Publication (TP) 4593B, Mar 2003, SWBS 562, Rudderstock Seal-Type EJ 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.

Coast Guard Technical Publication (TP) E-424-023, Jun 2006, SWBS 424, Electromagnetic Log User’s Manual

OTHER REFERENCES

American Bureau of Shipping (ABS), 2, Rules for Survey After Construction, 2008, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings ASTM International (ASTM) D 4138, 2007, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component Adhesives (An) ASTM International (ASTM) E797, 2005, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates ASTM International (ASTM), D3951, Re-approved 2004, Standard Practice for Commercial Packaging vi (Rev-0)

Bollinger Shipyard, USCG CPB Project MTU-FA 771903, 07 Feb 2000, Engine/Gearbox Plant Alignment Instructions 8V396 TE94/Flange mounted BW 255 Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Antiseize, Zinc Dust- Petrolatum 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 Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections International Organization for Standardization (ISO), 484/2, First Edition, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing tolerances - Part 2: Propellers of diameter between 0.80 and 2.50 m inclusive International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller - Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-DTL-15562, May 1996, Matting or Sheet, Floor Covering Insulating for High Voltage requirements MIL-PRF-16173, Sep 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-23236, Aug 2003, Coating Systems for Ship Structures MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I - Environmental and Type II - Internally Excited) MIL-STD-1687, Sep 1994, Thermal Spray Processes For Naval Ship Machinery Application MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main Propulsion Shafting NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2007, 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) Joint Surface Preparation Standard SSPC-SP 7/NACE No.4, 2007, Brush-Off Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating vii (Rev-0) viii (Rev-0)

Consolidated List of Government-furnished Property The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM MTI ITEM DESCRIPTION NSN/PN QTY

ESTIMATED

COST

($/UNIT)

7 N Slip Resistant Sheets 2040-00-NIB-0351 1 kt $5,312.49 7 N Edge Sealing Compound 7930-00-NIB-0621 5 pk $42.95

8 N Anti-fatigue matting 556 Cushion-Ease Solid (3’x 3’ stock) 15 pc $45.15

10 Y Alignment Kit N/A 1 ea $5,000.00 11 N **Propeller shaft NSN: 2010-01-458-9175 2 ea. $9,566.14

11 N Type FSE Face (split)

PN: H75440-01-2-2

NSN: 5330-01-521-3559

2 ea. $1,995.07

11 N Type FSE Seal (split)

PN: H75440-01-1-1

NSN: 2040-01-521-2654

2 ea. $4,070.35

11 N Type FSE Seal Cup (split)

PN: H75440-01-1-3

NSN: 3120-01-521-2390

2 ea. $188.24

11 N Type FSE O-Cord

PN: H75440-01-1-4

NSN: 3120-01-521-2268

2 ea. $252.84

11 N Type FSE Emergency Seal

PN: H75440-01-3-6

NSN: 5330-01-521-4855

2 ea. $260.92

11 N **Shaft Seal Bellow

PN: H75440-01-2-1

NSN: 5340-01-521-3573

2 ea. $270.45

11 N *Compression Tool Assembly N/A 1 ea. $200.00 11 N *Alignment Kit N/A 1 set $3,000.00

14 N

**Thordon bearing, Grade Orange

(5.5" OD x 4" ID x 7.87" (200mm) LG)

PN: F54615-02-8-1

NSN: 3120-21-914-2012

2 ea. $325.47

15 N

**Thordon bearing, Grade Orange

(5.5" OD x 4" ID x 11.41" (290mm) LG)

PN: F54615-02-8-0

NSN: 3120-21-914-2011

2 ea. $399.50

20 Y **Starboard Propeller (RH)

PN: RH706-3350.00

NSN: 2010-01-457-0573 1 ea. $12,498.00

20 Y **Port Propeller (LH)

PN: LH706-3350.00

NSN: 2010-01-459-0421 1 ea. $12,498.00

20 N *Propeller Nut Wrench N/A 1 ea $200.00

20 N **Propeller Nut NSN: 2010-01-458-9217 2 ea. $281.00

20 N **Propeller Nut, Locking NSN: 5310-01-458-9125 2 ea. $252.94

20 N Anode, Propeller Nut NSN: 5342-01-481-8403 2 ea. $272.00

22 N *** Fathometer transducer, shallow water, 50-200 kHz

NSN: 5845-01-531-2648 1 ea. $441.70

23 Y Doppler Speed Log Measurement Rod

NSN: 6605-01-470-1266 1 ea. $4,645.09

25 Y **Rudder Assembly, port NSN: 2040-01-461-1944 1 ea. $2,000.00

25 Y **Rudder Assembly, starboard NSN: 2040-01-461-1943 1 ea. $2,000.00

25 N Upper Roller Bearing NSN: 3110-01-512-5534 2 ea. $244.62 25 N Wartsila EL Seals Kit NSN: 2040-01-565-9776 2 ea. $6,300.00 37 Y *Transducer Cover Plate N/A 2 ea. $50.00

40 N Flash ROM Assembly NSN: 6320-01-F09-1474

PN: 9702Z0030-1

1 ea $162.39

40 N Signal Conditioner NSN:5895-01-470-5302

PN: 112300

1 ea $187.00

40 N Transmitter, liquid, quantity NSN:6680-01-537-6489

PN: 602120

1 ea $499.00

40 N Meter, Dirty Oil Tank NSN:6320-01-F09-1473

PN: CDT4A00101

1 ea $826.00

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

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

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

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

3.2.6.5 (Inspection report particulars)):

Work Item Title 1 Perform Ultrasonic Thickness Measurements (D) 3 Forepeak, Modify (EC 087-A-033) (D) 8 Pilothouse Deck (Aluminum), Inspect, Preserve and Renew Electrical Matting (D) 11 Propulsion Shafts, Remove, Inpsect and Reinstall (D) 24 Sea Water System (Sea Valves, Strainers, Piping) Clean, Inspect and Renew (D) 25 Rudder Assemblies, Remove, Inspect and Reinstall (D) 27 RHIB Notch Skid Pads, Inspect (D) 37 Drydocking (D)

Principal Characteristics

87' WPB

PHYSICAL CHARACTERISTICS

Length Overall 87' Length between Perpendiculars 81' 7" Depth 10' 11" Maximum Beam 19.4' Draft, Mean to Design Waterline 5' 9" Height of Highest Projection 50.2' Full Load Displacement 93.5 long tons Minimum Operating Displacement 83.9 long tons Displacement, Light Ship 77.9 long tons Framing Longitudinal Bulkheads Four watertight bulkheads located below the Main Deck Anchor 40 lb Fortress with 480 ft. 3 strand 5/8" dia. Line stayset

HULL CHARACTERISTICS

Hull/Main Weatherdeck Material ABS Grade AH36 Superstructure 5086 Aluminum

MACHINERY CHARACTERISTICS

Main Propulsion Two MTU 8V396TE94, sequential turbo-charged diesels

Reduction Gears Two ZF Type BW 255 Propulsion Shaft Two AQUAMET 22, 101.6mm Shaft Diameter 4" Shaft Seal Two John Crane mechanical seals Shaft Bearing, Intermediate Thordon Elastomeric Bearing Shaft Bearing, Aft Thordon Elastomeric Bearing Number of Propellers 2 Number of Blades 5 Diameter of Propeller 1040mm Pitch 1230 mm fixed Shaft RPM 828 Rudders Two 316L Stainless Steel Ship's Service Generators Two Man Model D08241F01 diesel with Stanford

60KW Generator

TANK CAPACITIES

3-9-1-F (Fuel Oil) 1402 gal 3-9-2-F (Fuel Oil) 1402 gal 3-12-2-F (Waste Oil) 86 gal 3-12-1-F (Oily Water) 86 gal 3-7-0-Q (Sewage Collection) 352 gal 3-7-1-Q (Grey Water) 52 gal 3-12-1-W (Fresh Water) 200 gal 3-12-2-W (Fresh Water) 200 gal xi (Rev-0)

00000_PWB_0211_FLT

REC_0000_FLT_ Commercial Project @ Contractor’ Facility (0211)

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, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General

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

OTHER REFERENCES

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

Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting 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 MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel

Surfaces Prepared by Dry Abrasive Blast Cleaning

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.

1 (Rev-0)

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

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

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

3.4 HW disposal. The Contractor is considered as the generator of all contract-generated hazardous wastes and shall use its facility’s EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:

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

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

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

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

3.5 Pre-surface preparation test coupon. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item that is deemed a ”critical-coated’ surface:

3.5.1 Coupon material and test set-up particulars.

3.5.1.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Ensure the following:

• The coupon shall be a new metal plate, of the same metal type and material properties as the vessel area to be blasted - steel or aluminum plate, as applicable, and shall have no existing anchor profile - other than the surface irregularities from the manufacturing process.

• The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot.

• For steel substrates, the coupon shall have the mill scale intact, and be in a Rust Grade "A" condition, in accordance with SSPC-VIS 1.

• The test coupon shall be affixed so as to not permit excessive movement during the performance test, but shall not be affixed to the vessel.

3.5.1.2 Ensure that the abrasive-blasting operation for the test coupon is conducted with the identical setup and parameters that will be used blasting the designated vessel surfaces – including, but not limited to:

• The abrasive media type and media size selected to achieve the anchor profile range, as specified in the applicable work items.

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

• Delivery rate and pressure settings.

2 (Rev-0)

3.5.1.3 Blast a one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the work item, and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, Method B or C. Notify the COTR in advance of the abrasive blasting operation test, to permit the witnessing of the test by the COTR. Submit a CFR documenting the results of the abrasive blasting operation test. The CFR shall include at a minimum, the following:

• Area of the vessel for which the verified setup will be used to abrasive blast.

• The selected abrasive media type and size.

• The nozzle size and type.

• The delivery rate and pressure.

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

• The resultant anchor profile readings from the test (a minimum of 3 locations, separated by a minimum of

2 inches shall be recorded).

NOTES

1. A performance test of the abrasive blasting operations on a test coupon and measuring the resultant anchor profile prior to performing the abrasive blasting operation on the cutter is required. The test coupon will be used to evaluate the anchor profile produced by the equipment setup and selected abrasive media.

2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph 3.5.1 (Coupon material and test set-up particulars) are met.

3. Ultra high pressure water jetting does not create an anchor profile and is exempt from the anchor profile test coupon check.

3.5.1.4 Repeat the abrasive blasting operation test in the following instances:

• The equipment setup, that was evaluated during the test coupon abrasive blasting performance test in paragraph 3.5.1 (Coupon material and test set-up particulars), has changed.

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

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

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

• When Directed by the COTR.

CAUTION!

Ensure that blast media from the performance test does not strike the vessel during the test.

3.6 Interim changes to SFLC Std Spec 0000. The Contractor shall be aware of the fact that the requirements of paragraph 3.3.2.1.1 (Water depth) have been revised to read as follows:

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

• Ordinary low water mark on non-tidal rivers.

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

3 (Rev-0)

4. NOTES

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

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

4 (Rev-0) http://www.uscg.mil/directives/cim.asp

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

Location of Work (incl. frame #’s) Area (sqft)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with COMDTINST M10360.3, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max.

threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

Verify wet film thickness (WFT) 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.

Name of QP-1/NACE Inspector Signature Cert. # Date / Time

5 (Rev-0)

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.

DATE &

TIME

ACTIVITY (Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

(Frame &

Deck, relation to equipment, etc.)

TEMPERATURE % REL.

HUMID-

ITY DEW PT. SURFACE AMBIENT ΔT

DP - Surface

6 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (mils) Min Max Mean

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 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: ______________

7 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (mils) Min Max Mean

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: _________________________________ 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.

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

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

_____ mils _____ mils _____ mils _____ mils _____ mils

8 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS CONDUCTIVITY

(microsiemens/cm)

9 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction Time

Coating System Sequence (Primer/Touchup/3rd Coat, etc.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL

READING (BMR)

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

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled) Average DFT

10 (Rev-0)

11 (Rev-0)

11000 _JLW_1210_87WPB

WORK ITEM 1: Perform Ultrasonic Thickness Measurements (D)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform up to 250 thickness measurements (UT shots) of hull plating and frames, by ultrasonic methods.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

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.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):

• 3.2 (UT measurements).

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures.

Not applicable.

3.1.4 Interferences.

3.1.4.1 If UT measurements cannot be obtained due to interferences, the Contractor shall submit a CFR that details all necessary interference removal/reinstallation work. After the KO has released a CR, remove the interferences and reinstall after completion of associated work.

3.2 UT measurements. The Contractor shall perform up to 250 UT measurements in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C. Create a sketch to show all locations selected for measurement and record all measurements in Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit a CIR that contains the sketch and completed Table I.

4. NOTES

This section is not applicable to this work item.

12 (Rev-0)

TABLE I - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

13 (Rev-0)

14 (Rev-0)

11001 _JLW_1210_87WPB

WORK ITEM 2: Perform Ultrasonic Thickness Measurements (O)

1.1 Intent. This work item describes the requirements for the Contractor to perform up to 250 thickness measurements (UT shots) of hull plating and frames, by ultrasonic methods, in 10 lots of 25 measurements.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

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.

3.1.1 CIR.

Not applicable.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures.

3.1.4 Interferences.

3.1.4.1 If UT measurements cannot be obtained due to interferences, the Contractor shall submit a CFR that details all necessary interference removal/reinstallation work. After the KO has released a CR, remove the interferences and reinstall after completion of associated work.

3.2 UT measurements. The Contractor shall perform up to 250 UT measurements in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C. Create a sketch to show all locations selected for measurement and record all measurements in Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit a CFR that contains the sketch and completed Table I.

4. NOTES

15 (Rev-0)

TABLE I - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

16 (Rev-0)

17 (Rev-0)

11100_JLW_1110_87WPB

WORK ITEM 3: Forepeak, Modify (EC 087-A-033) (D)

1.1 Intent. This work item describes the requirements for the Contractor to modify and preserve the Forepeak (2- 0-0-V), creating a sealed, lower forepeak void and a separate, upper forepeak compartment.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 87 WPB 111-001, Rev E, Shell Expansion Coast Guard Drawing 87 WPB 131-002, Rev -, Forepeak Void New Watertight Flat Coast Guard Drawing 87 WPB 252-001, Rev D, Pilothouse Console Arrangement Coast Guard Drawing 87 WPB 252-002, Rev M, Alarm & Monitoring System Coast Guard Drawing 87 WPB 302-001, Rev T, Misc. Controls Wiring Diagram, sheets 1, 2, 3, 36, 39 &

Coast Guard Drawing 87 WPB 529-001, Rev F, Bilge Piping Coast Guard Drawing 87 WPB 581-001, Rev F, Anchor Handling & Hawse Pipe Details Coast Guard Drawing 87 WPB 635-001, Rev C, Linings and Insulation Plan & Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction, COMDTINST M10360.3C, June 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 Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses

OTHER REFERENCES

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

Ultrasonic Pulse-Echo Contact Method MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold Application

3. REQUIREMENTS

3.1 General.

3.1.1 Critical inspection report. The Contractor shall submit a critical inspection report (CIR) for the inspections listed in the following paragraphs:

• 3.4 (Substrate inspection).

3.1.2 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the following:

• Anchor.

• Anchor chain.

• Anchor line.

• Anchor line drum.

• Anchor line holder.

• Anchor windlass.

• Anchor windlass hydraulic components (as applicable).

• Bulkhead insulation on aft side of bulkhead 2.

• Deck grating.

• Electric switches.

• False bulkheads.

• Float switches.

• Hydraulic piping.

• Ladder.

• Lights.

• Lockers.

• Racks.

• Bilge discharge check valve.

• Bilge overboard discharge valve.

• Electrical boxes (J-box).

• Wiring.

• Piping.

• Piping hangers.

3.1.3 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of the bilge discharge valves, anchor windlass system, bilge pump, and Forepeak bilge level sensors and switches to demonstrate existing operational condition. Submit a CFR.

3.1.4 Temporary access openings. Due to limited access to work areas, the Contractor may, with express permission of the KO (via submission of a CFR), cut access holes to facilitate accomplishment of the work

18 (Rev-0) specified herein. Perform all work required to open and close the access openings in accordance with SFLC Std Spec 8636.

3.1.5 Surface preparation particulars. The Contractor shall prepare all bilge, bulkhead, overhead, and shell surfaces of the Forepeak Compartment, including structural members and the ladder; use the system specified for preparation for “Bilges, Cofferdams, and Forepeaks, Option 1”, in COMDTINST M10360.3. Appendix B (Cutter and Boat Interior Painting Systems).

3.2 Removals. The Contractor shall accomplish the following as shown on Coast Guard Drawing 87 WPB 131- 002 and using Coast Guard Drawing 87 WPB 529-001 for guidance:

3.2.1 Crop out and retain for reuse the bilge overboard hull penetration with six-inch stainless steel insert.

3.2.2 Remove and discard the following:

• Bilge pump.

• Bilge pump discharge hose.

• Serrated deck grating.

• All deck grating support structures including the angle on bulkhead 2. See Figure 1 below.

• All stand offs and foundations located below the spray chine.

3.3 Preparation. The Contractor shall remove all water from the bilge and prepare all shell, bilge, and associated structural member surfaces; use the system specified for “Bilges, Cofferdams, and Forepeaks, Option I” (surface preparation only) in COMDTINST M10360.3, Appendix B (Cutter and Boat Interior Painting Systems).

3.4 Substrate inspection. The Contractor shall perform a total of 75 thickness measurements of Forepeak surfaces, in locations designated by the Coast Guard Inspector. Submit CIR. The ultrasonic apparatus, procedure requirements, and report shall be in accordance with ASTM E797. The report results shall additionally include, for each test point:

• Location.

• Original metal thickness.

• Measured metal thickness.

• Percent deterioration (calculation is based on the original metal thickness).

3.5 Electrical disconnections. The Contractor shall disconnect and retain for reuse the following; using Coast Guard drawings 87 WPB 252-001, 87 WPB 252-002 and 87 WPB 302-001 for guidance:

• Forepeak compartment high level alarm sensor circuit from the Engine Room Alarm Panel (C-FD1) to the bilge alarm float switch.

• Bilge high level alarm float switch and wire.

• Float switch and wire that operate the bilge pump in automatic mode.

• Forepeak bilge pump j-box.

19 (Rev-0)

Figure 1

3.6 Materials. The Contractor shall provide and install all items on the “Materials List” of Coast Guard Drawing

87 WPB 131-002.

3.7 Forepeak void modification. The Contractor shall construct and modify the lower forepeak void and bilge equipment system as shown on Coast Guard Drawing 87 WPB 131-002 and in accordance with Std Spec 0740_STD. All work performed in this work item shall be subject to the Coast Guard Inspector’s approval. Refer to Coast Guard Drawings 87 WPB 111-001, 87 WPB 252-001, 87 WPB 252-002, 87 WPB 302-001, 87 WPB 529-001, 87 WPB 581-002, and 87 WPB 635-001 for guidance. The Contractor shall accomplish the following:

3.7.1 Install both upper and lower drain plug inserts as shown on Coast Guard Drawing 87 WPB 131-002, elevation 26-B and 26-C.

3.7.2 Install four tank top support angles as shown on Coast Guard Drawing 87 WPB 131-002, View 14-A, Detail 14-C, Section 21-C and Section 23-C.

3.7.3 Install sounding tube brackets as shown on Coast Guard Drawing 87 WPB 131-002, Section 31-C.

3.7.4 Install sounding tube as shown on Coast Guard Drawing 87 WPB 131-002, Elevation 5-A, Section 31-C, and Note 12.

20 (Rev-0)

3.7.5 Fabricate the bilge well as shown on Coast Guard Drawing 87 WPB 131-002, View 11-C, View 19-A, Detail 21-A and Detail 23-A. Measurements are given in the Materials list.

3.7.6 Install wire standoff at location indicated on Figure 2.

Figure 2

3.7.7 Slightly bend the voids top plate to provide slope to match the contour of the spray chine as shown on Coast Guard Drawing 87 WPB 131-002, View 11-A, 19-A and Detail 21-A.

3.7.8 Weld the bilge well into the watertight flat as shown on Coast Guard Drawing 87 WPB 131-002 and Figure 3.

3.7.9 Install watertight flat as shown on Coast Guard Drawing 87 WPB 131-002.

NOTICE!

The plate may need to be cut to get it into the forepeak void.

21 (Rev-0)

3.7.10 Reuse the cropped, round portside hull plate to weld in place of the former portside through-hull overboard to make the compartment watertight.

3.7.11 Weld in the bilge pump through-hull overboard fitting and six-inch round stainless steel insert into starboard side as shown on Coast Guard Drawing 87 WPB 131-002 and Figure 3.

Figure 3

3.7.12 Weld the bilge pump float switch one-inch stainless steel(SS) angle iron support so that the float switch will be located inside the bilge pump well two inches above the bottom plate and six inches to the starboard side (centered) in the forward portion of the bilge well. Use the support bracket as a template for drilling holes for fasteners.

3.7.13 Weld one-inch SS angle iron mounting tab for high bilge alarm float switch support bracket so that the float switch will be located on bulkhead 2 at cutters centerline, two inches above the Forepeak deck. Use the support bracket as a template for drilling holes for fasteners.

3.7.14 Install the bilge pump into the bilge well and attach the discharge hose, check valve, bilge overboard discharge valve (2-1-1) and wiring to breaker (2-16-1)-24EP-M via the forepeak bilge pump NEMA-4 J-Box.

This J-Box should be located a minimum of 18” above the forepeak deck, allowing pump installation without the need for splicing the electrical leads. See Figure 4.

22 (Rev-0)

3.7.15 Install the bilge pump float switch. See Figure 4.

Figure 4

3.7.16 Install the forepeak high level bilge alarm sensor on bulkhead 2, no more than two inches from the deck.

3.7.17 Wire the forepeak high level alarm to the Engine Room Alarm Panel (C-FD1). Ensure the parallel connected 1.2 ohm .5 watt resistor is installed as shown on Coast Guard Drawing 87 WPB 252-002.

3.7.18 Using the Anchor Line Drum as a template, mark locations for leveling studs.

3.7.19 Weld four 3/8” x 1 ¼” 316 stainless steel studs to the tank top as marked, and then install leveling nuts.

At time of installation, place and level drum so it will be properly aligned with the pipe feeding the anchor line into the drum. Fasten securely in place as shown on Coast Guard drawings 87 WPB 131-002 and 87 WPB 581- 002.

3.8 Compartment air test. The Contractor shall air test the forepeak void in accordance with Std Spec 0740_STD, Appendix C. Submit a CFR.

3.9 Preservation. The Contractor shall accomplish the following:

3.9.1 Void and top plate preservation.

23 (Rev-0)

3.9.1.1 Void internal surfaces. Completely fill the new void with a rust preventive compound conforming to MIL-PRF-16173, Grade 3, to coat all surfaces. Drain, collect, and dispose of remaining compound in accordance with all applicable Federal, state, and local regulations. Ensure that the coated surfaces are left exposed to the atmosphere, for 24 hours, to allow for adequate drying, before installing the void plug.

3.9.1.2 Top plate. Preserve the void top plate/flat, including all disturbed adjacent areas in accordance with Std Spec 0000_STD, paragraph titled “General preservation requirements, using the coating system specified for “Bilges, Cofferdams, and Forepeaks, Steel, Option II” in COMDTINST M10360.3, Appendix B (Cutter and Boat Interior Paint Systems). Select finish/top coat color to match existing adjacent surfaces.

3.9.2 Forepeak compartment preservation. Coat all bulkhead, overhead, and shell surfaces of the upper forepeak compartment, including associated structural members, and the ladder; use the system specified for “Bilges, Cofferdams, and Forepeaks, Option I” in COMDTINST M10360.3, Appendix B (Cutter and Boat Interior Painting Systems). Select Light Gray (26373) as the top/finish coat color.

3.10 Operational test – final. In the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove all disturbed anchor handling equipment and the Forepeak bilge pump, valves, switches and sensors to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.

3.11 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000_STD, paragraph titled “Preservation requirements – general”.

NOTICE!

Surfaces being preserved are considered “critical-coated surfaces”.

4. NOTES

4.1 Equipment operation. Coast Guard personnel will…