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22 March 2010/REV 0

USCGC DRUMMOND (WPB-1323)

110 FOOT B CLASS PATROL BOAT

SPECIFICATION FOR DRYDOCK REPAIRS

Developed By:

Mark Lenassi

PLM, Patrol Boat Product Line

Surface Forces Logistics Center

300 E. Main Street, Suite (600)

Norfolk, VA 23510-9102

USCGC DRUMMOND (WPB-1323) DRYDOCK AVAILABILITY 2010

Page i REV 0

TABLE OF CONTENTS

Work

Item Title Page

List of Sketches v

Revisions Record vi

List of Applicable References vii

List of Government-furnished Property xiv

List of Critical Inspection Items xvi

Specification Feedback xvii

Principal Characteristics xviii

General Requirements 1

1 Routine Drydocking (D) 8

2 Provide Temporary Logistics (D) 12

3 Clean and Inspect Fuel Service Tanks (D) 14

4 Clean and Inspect Fuel Stowage and Overflow Tanks (D) 16

5 Clean and Inspect Oil and Oily Waste Tanks (D) 18

6 Clean and Inspect Sewage Collection and Holding Tanks (D) 20

7 Clean and Inspect Grey Water Collection and Holding Tanks (D) 22

8 Perform Air Test of Interior Compartments (D) 24

9 Clean Sewage Piping System (D) 26

10 Clean Grey Water Piping System (D) 29

11 Clean and Disinfect Potable Water Tanks (D) 32

12 Preserve and Disinfect Potable Water Tanks - 100% (D) 34

13 Preserve Sewage Collection and Holding Tanks - 100% (D) 37

14 Preserve Grey Water Collection and Holding Tanks - 100% (D) 39

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15 Preserve Oil and Oily Water Tanks – 100% (D) 41

16 Inspect MDE Exhaust System (D) 43

17 Remove, Inspect, and Reinstall Propellers (D) 47

18 Repair Propeller Root Erosion (O) 50

19 Remove, Inspect, and Reinstall Propeller Shafts (D) 52

20 Overhaul Mechanical Shaft Seal Assemblies (D) 57

21 Renew Water-Lubricated Propeller Shaft Bearings (D) 59

22 Clean and Inspect Heat Exchangers (D) 62

23 Overhaul and Renew Sea Valves (D) 66

24 Overhaul and Renew Firemain Valves (D) 70

25 Overhaul and Renew Bilge and Ballast Valves (D) 73

26 Overhaul Duplex Sea Strainers (D) 76

27 Overhaul Stabilizing Fins (D) 79

28 Overhaul Steering Gear Components (D) 83

29 Remove, Inspect and Reinstall Rudder Assemblies (D) 87

30 Inspect and Maintain Cathodic Protection System (D) 93

31 Renew CAPAC Anode Assembly (O) 97

32 Renew Depth Indicating Transducer (O) 101

33 Preserve Underwater Body – “Partial” (O) 104

34 Preserve Underwater Body – “100%” (O) 107

35 Preserve Stern Tubes (O) 109

36 Perform Ultrasonic Thickness Measurements (D) 111

37 Perform Aluminum Hull and Structural Repairs - 1/4" Plate (O) 113

38 Perform Aluminum Hull and Structural Repairs - 3/16" Plate (O) 114

39 Perform Aluminum Hull and Structural Repairs - 5/16" Plate (O) 115

40 Perform Hull and Structural Plating Repairs -Crack (Aluminum) (O) 116

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41 Perform Hull and Structural Plating Repairs - Eroded Weld (Aluminum) (O) 117

42 Perform Hull and Structural Plating Repairs - Overlay Welding (Aluminum) (O) 118

43 Perform Steel Hull and Structural Plating Repairs (5-Pound) (O) 119

44 Perform Steel Hull and Structural Plating Repairs (7.5-Pound or 7.65-Pound) (O) 121

45 Perform Hull and Structural Plating Repairs - Crack (Steel) (O) 123

46 Perform Hull and Structural Plating Repairs - Eroded Welds (Steel) (O) 124

47 Perform Hull and Structural Plating Repairs - Overlay Welding (Steel) (O) 125

48 Preserve Battery Space (D) 126

49 Preserve Surfaces in Forward Auxiliary Machinery Space (D) 129

50 Preserve Forward Peak Compartment (D) 131

51 Preserve Freeboard - 100% (D) 133

52 Renew Shower Stalls (D) 136

53 Renew Deck Covering System(s) (D) 138

54 Modify Exhaust Hangers (EC 110-C-148) (D) 140

55 Renew Insulation in Various Compartments (D) 142

56 Preserve Engine Room Bilge Surfaces In Various Locations (D) 144

57 Renew Floating Deck System in Aft Berthing (D) 147

58 Renew Floating Deck System in Galley and Mess Deck (D) 150

59 Renew Structural Closures (D) 154

60 Renew Speed Doppler, Spool Piece, Waster Piece and Overhaul Doppler Valve (D) 157

61 Renew Various Deck Fittings (D) 161

62 Repair Superstructure Wasted Metal (D) 163

63 Install Main Diesel Engine Duplex Sea Strainers (EC 110-B-133 AMEND1) (D) 165

64 Install New Grey Water Pumps and Piping (EC 110-C-140) (D) 172

65 Renew Capastic Fairing (O) 175

66 Perform Hull and Structural Plating Repairs -Corrugated Plate (4.0-Pound) (O) 177

Page iv REV 0

67 Perform Hull and Structural Plating Repairs (10.2-Pound) (O) 178

68 Perform Steel Structural Member Repairs -1” x 3” Steel T-Bar Framing (O) 179

Page v REV 0

List of Sketches

Work

Item Sketch Number Page

This section is not applicable to this package.

Page vi 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.

Page vii REV 0

List of Applicable References

The below-listed documents form a part of this specification to the extent specified herein.

Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution. Electronic copies of the latest Editions of MLCA Standard Specifications are available on the Internet and may be accessed at the following Internet Uniform Resource Locator (URL) address:

http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp. Guidance for obtaining copies of all other documents referenced herein is provided in the solicitation.

Order of precedence. In the event of conflicts between text of this specification and the applicable references specified herein, order of precedence shall be in accordance with MLCA Standard

Specification 0000_STD, paragraph 3.2 (Order of precedence), unless otherwise specified by the

Contracting Officer (KO). The Contractor shall immediately notify the KO in writing of any perceived conflicts contained herein. Nothing in these documents, however, supersedes applicable laws and regulations, unless a specific exemption has been obtained.

FEDERAL AND MILITARY SPECIFICATIONS AND STANDARDS

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

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

MIL-PRF-17672, May 1995, Hydraulic Fluid, Petroleum, Inhibited

MIL-PRF-24647, Feb 2005, Paint System, Anticorrosive and Antifouling, Ship Hull

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

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

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

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

OTHER GOVERNMENT DOCUMENTS, DRAWINGS, AND PUBLICATIONS

DOCUMENTS

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

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

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

Coast Guard Maintenance and Logistics Command Atlantic (MLCA), Standard Specification 3141_STD, 2004 Edition, Overhaul Electrical Rotating Machines http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp

Page viii REV 0

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

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

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

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

Color Manual

Federal Specification (Fed Spec), MMM-A-121, Oct 1999, Adhesive Bonding Vulcanized Synthetic

Rubber to Steel

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

DRAWINGS

Coast Guard Drawing 110 WPB 085-002, Rev-, Shts 5-8, Docking Plan

Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle („A‟, „B‟ & „C‟

Classes)

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

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

WPB 243-002, 110B WPB 243-002, and 110C WPB 243-002)

Coast Guard Drawing 110 WPB 245-004, Rev A, Propeller Details (supercedes 110B WPB 245-001)

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

Coast Guard Drawing 110 WPB 259-005, Rev C, 18” Raw Water Discharge Spray Ring Assembly w/

Companion Flanges & Gaskets

Coast Guard Drawing 110 WPB 259-006, Rev C, MDE 8” Exhaust Flapper Valve Assembly

(w/Companion Flanges & Gaskets)

Coast Guard Drawing 110-WPB-400-002, Rev Y, Booklet of Naval Engineering Drawings, Electronics

(Note 1, 8 & 27)

Coast Guard Drawing 110 WPB 526-002, Rev C, Grey Water Piping Arrangments and Details

Coast Guard Drawing 110 WPB 561-001, Rev -, Steering System Details

Coast Guard Drawing 110 WPB 561-002, Rev -, Steering System Details - Piping

Coast Guard Drawing 110 WPB 561-003, Rev -, Emergency Steering Details

Coast Guard Drawing 110 WPB 561-004, Rev -, Steering Controller

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Coast Guard Drawing 110 WPB 601-020, Rev -, Manhole and Hatch Key Plan

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

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

Coast Guard Drawing 110B WPB 111-003, Rev G, Shell Expansion

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

Coast Guard Drawing 110B WPB 115-002, Rev D, Longitudinal Girders

Coast Guard Drawing 110B WPB 117-001, Rev H, Transverse Sections

Coast Guard Drawing 110B WPB 117-003, Rev-, Clearance Hole Detail for Duplex Strainer Installation

Coast Guard Drawing 110B WPB 161-001, Rev C, Main Shaft Strut Details

Coast Guard Drawing 110B WPB 161-002, Rev D, Main Shaft Strut Installation

Coast Guard Drawing 110B WPB 161-003, Rev B, Intermediate Shaft Strut Details

Coast Guard Drawing 110B WPB 161-004, Rev C, Intermediate Shaft Strut Installation

Coast Guard Drawing 110B WPB 167-005, Rev E, Doors, Hatches & Manholes

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

Coast Guard Drawing 110B-WPB-192-1-1, Compartment Air Testing Procedures and Fixtures

Coast Guard Drawing 110B WPB 233-001, Rev J, Mn Strg Battery One Line & Installation (Schematic)

Coast Guard Drawing 110B WPB 243-002, Rev E, Propulsion Shafting Details

Coast Guard Drawing 110B WPB 243-005, Rev B, Shaft Locking Device

Coast Guard Drawing 110B WPB 245-002, Rev B, Assembly of Oil Injection Equipment

Coast Guard Drawing 110B WPB 256-001, Rev G, Main Engine Seawater Cooling

Coast Guard Drawing 110B WPB 256-003, Rev-, Auxiliary Seawater Cooling Arrangement and Details

Coast Guard Drawing 110B WPB 256-004, Rev-, Mods to SW Cooling Incidental to Install of Charge Air

Cooler Diverter

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

Coast Guard Drawing 110B WPB 501-001, Rev H, Piping System Schematics

Coast Guard Drawing 110B-WPB -506-1-1, Section 8A, Reach Rod Details

Page x REV 0

Coast Guard Drawing 110B WPB 526-001, Rev M, Scupper and Deck Drains Piping Arrangments and

Details

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

Coast Guard Drawing 110B-WPB -558-1-1, Vents, Fills & Sound Tube Details, Detail 3-A

Coast Guard Drawing 110B WPB 561-004, Rev B, Steering System Details – Piping Coast Guard

Drawing 110B WPB 604-001, Rev B, Door and Hatch Key Plan & Lock Out Details

Coast Guard Drawing 110B-WPB -581-2-1, Anchor HDLG & Hawse Pipe Details

Coast Guard Drawing 110B-WPB -583-7-1, Towing Hawser Deck Socket

Coast Guard Drawing 110B WPB 621-002, Rev F, Joiner Work Details (CPO and Crew Area)

Coast Guard Drawing 110B WPB 621-004, Rev E, Joiner Work Details – Superstructure (Superst BHD

LYOUT)

Coast Guard Drawing 110B WPB 621-005, Rev F, Joiner Work Details (Galley, Mess, and Aft Crew)

Coast Guard Drawing 110B WPB 633-001, Rev A, Cathodic Protection Plan and Details

Coast Guard Drawing 110B WPB 633-002, Rev C, Cathodic Protection Installation, Schematic, & Layout

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

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

Coast Guard Drawing 110C WPB 161-005, Rev F, Stern Tube Installation Details

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

Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (superceded 110B WPB 562-001)

Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System

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

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

NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck

PUBLICATIONS

Coast Guard Technical Publication (TP) 2924, Jun 1990, General Information Book and Operating

Manual for USCG 110 Foot Patrol Boat, Annex 1B, Propeller Renewal Procedure

Coast Guard Technical Publication (TP) 3100, Nov 1989, Chapter 561, Vosper-Thornycroft Steering

Manual

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Coast Guard Technical Publication (TP) 3100, SWBS 426, SECTION B, Doppler Speed Log – Model

SRD-331 Service Manual

Coast Guard Technical Publication (TP) 3101, Jun 1991, Chapter 245, Propulsors

Coast Guard Technical Publication (TP) 3109, Jul 1990, Chapter 633-1, Electrocatalytic Industries;

Cathodic Protection Instruction Manual

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

System

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

Coast Guard Technical Publication (TP) 3907, Oct 2002, Ship‟s Fin Stabilizing System

Coast Guard Preventive Maintenance Manual, 110 WPB PMS Manual (Series), E-Q-624

Coast Guard Technical Publication (TP) 4655, SWBS 633, Section A, Sep 8 2007, Cathodic Protection

System

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

Vosper Thornycroft Technical Bulletin No. 49, Jul 1992, Procedure for Fitting New Tiller Rod Eye

Bearings to Actuators and Removing Redundant Grease Hose On BMS Island Class USCG Cutters

Raytheon V850 Color Echosounder, 2nd Edition, Mar 1993, Operation Manual

INDUSTRY STANDARDS

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-69, 2003, Pipe

Hangers and Supports - Selection and Application

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

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2003 Edition, Bronze Gate, Globe, Angle and Check Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-89, 2003, Pipe

Hangers and Supports – Fabrication and Installation Practices

Society of Automotive Engineers (SAE), AMS-G-6032, Jun 1999; Grease, Plug Valve, Gasoline and Oil

Resistant, NATO Code No. G-363, Metric

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) A 25463, 1999, Adhesive, Film Form, Metallic Structural Sandwich Construction

Page xii REV 0

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) 4348, Core, 1995, Honeycomb, Aluminum Alloy, Corrosion Inhibited for Sandwich Construction 5052, 350 (177)

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

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 7/NACE No.4, 2004, Brush-Off Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning

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

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No.5, 2004, Surface Preparation and Cleaning of Steel & Other Hard

Materials by High and Ultrahigh Pressure Water Jetting

International Standard for Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller

International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive

International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power - Fluids - Method for

Coding Level of Contamination by Solid Particles

American National Standards Institute/American Society of Mechanical Engineers (ANSI/ASME), B4.1-

1967, (reaffirmed 1994), Preferred Limits and Fits for Cylindrical Parts

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

American National Standards Institute/NSF International (ANSI/NSF) 61, 2005, Drinking Water System

Components - Health Effects

American Petroleum Institute (API) Specification 5L, 2004, Specification for Line Pipe

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

Welding End

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

American Water Works Association (AWWA) C652, 2002, Disinfection of Water-Storage Facilities

Page xiii REV 0

American Welding Society (AWS) C5.6, Reapproved 1994, Recommended Practices for Gas Metal Arc

Welding

ASTM International (ASTM) A572, 2007, Standard Specification for High-Strength Low-Alloy

Columbium-Vanadium Structural Steel

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

Strength, Low-Alloy

ASTM International (ASTM) B209, 2007, Standard Specification for Aluminum and Aluminum-Alloy

Sheet and Plate

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

ASTM International (ASTM) D4174, Reapproved 2005; Standard Practice for Cleaning, Flushing, and

Purification of Petroleum Fluid Hydraulic Systems

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

Adhesives

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

Ultrasonic Pulse-Echo Contact Method

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

Page xiv REV 0

List of Government-furnished Property

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N *Transducer cover plate N/A 1 ea. 1,500.00

16 N **Port spray ring NSN: 2990-01-475-9621 1 ea. 1,584.00

N **Starboard spray ring NSN: 2990-01-475-9620 1 ea. 1,584.00

N **Port 8” flapper valve NSN: 4810-01-475-8648 1 ea. 2,072.00

N **Starboard 8” flapper valve NSN: 4810-01-475-8415 1 ea. 2,072.00

N 18” Exhaust Gasket kit NSN: 5330-01-475-8157 4 ea. 389.45

N 18” exhaust gasket kit NSN: 5330-01-475-8169 4 ea. 312.52

N 8” exhaust gasket kit NSN: 5330-01-475-8804 4 ea. 128.24

N MDE Exhaust expansion joint NSN: 2815-99-729-7564 2 ea. 1,200.00

17 Y **Propeller, LH NSN: 2010-01-222-2440 1 ea. 23,445.00

Y **Propeller, RH NSN: 2010-01-222-2441 1 ea. 22,800.00

N **4" Diameter x 28' Long, Aquamet-17 propulsion shaft NSN: 2010-01-445-7940 2 ea. 8,700.00

N **Forward Bearing Housing NSN: 3130-01-442-2863 2 ea. 5,421.00

N *Oil Injection Equipment Kit N/A 1 set 25,000.00

20 N Shaft seal assembly kit NSN: 5330-01-497-8095 2 ea. 859.48

N **Shaft seal assembly NSN: 4320-01-497-8057 2 ea. 3,111.84

N Emergency Shaft Seal Inflator Kit NSN: 5330-01-497-9866 2 ea. 175.00

N Main Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x

5" OD x 16” Long NSN: 3120-01-222-3927 2 ea. 200.00

N Intermediate Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long NSN: 3120-01-222-3927 2 ea. 200.00

N Stern Tube Bearing, Bronze and

Rubber cutlass bearing, 4" ID x 5" OD x 8” Long NSN: 3120-01-238-0689 2 ea. 150.00

27 N Spherical Roller Bearing NSN: 3110-00-902-7288 2 ea. 136.00

N Spherical Bearing NSN: 3120-99-806-7289 4 ea. 167.00

N

Special Bolt Trunion

P/N: 3665208-A

4 ea. 135.00

N Special Bolt Tiller NSN: 5306-99-538-1451 4 ea. 126.00

N Rod Eye Trunion Bolt Nut NSN: 5315-01-485-3148 4 ea. 34.00

N Fin Spacer Bushing NSN: 3120-01-396-1724 4 ea. 81.00

N Fin Spacer Bushing NSN: 5365-99-807-4040 4 ea. 66.00

N Circlip NSN: 5365-99-902-2593 8 ea. 2.00

N Actuator Seals NSN: 5330-99-729-7570 4 sets 98.00

N Rod Eye Bearing NSN: 3120-01-377-1940 4 ea. 530.00

N Rod Eye Locknut NSN: 5310-01-468-7665 4 ea. 13.00

N Tiller Pin Nuts NSN: 5315-01-485-3148 4 ea. 34.00

Y **Fin Stabilizer assembly NSN: 2040-99-726-4768 2 ea. 12,200.00

N **Lower bearing bushing NSN: 3120-99-726-2345 2 ea. 900.00

Y **Ram Hydraulic NSN: 4320-99-250-6027 2 ea 9,071.00

28 N Hydraulic Pump Assy. NSN: 4320-99-771-4207 2 ea. 550.00

N **Hydraulic Actuators NSN: 3040-99-729-7565 2 ea. 7,949.00

N **Electric Motor NSN: 6105-99-838-3857 1 ea. 2,500.00

Page xv REV 0

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N **Electric Motor NSN: 6105-99-729-7568 1 ea. 2,500.00

29 Y **Rudder NSN: 2040-01-223-2674 2 ea. 25,000.00

N **Lower Rudder Bearing NSN: 3120-01-477-8696 2 ea. 1.364.00

30 N Shaft Ground Assembly NSN: 5977-01-204-9914 2 ea. 912.00

N **Reference Electrode NSN: 5977-01-203-7800 2 ea. 2,093.90

N **Anode Kit NSN: 5340-01-206-2354 2 ea. 3,922.00

N **Anode Kit

(includes anode and capastic fairing material) NSN 5340-01-206-2354 1 ea. 4,163.00

32 Y ***V850 Color Echo Sounder NSN: 5845-01-518-7245 1 ea. 1,423.41

48 N Sound Damping Tiles NSN: 9330-01-249-8427 4 boxes 446.00

N 3 Dog, Quick-Acting Watertight, 18” round, Aluminum Flush

Mount Hatch NSN: 2040-01-537-9996 1 ea. 750.00

N 4 Dog, Quick Acting, Weathertight, 24” X 24”, Aluminum Raised

Hatch NSN: 2040-01-293-5642 1 ea. 2,000.00

N 4 Dog, Quick Acting, Weathertight, 24” X 24”, Aluminum Flush Mount

Hatch NSN: 2040-01-298-5741 2 ea 2,300.00

N 6 Dog, Port Light, Quick Acting, Weathertight, 26” X 54”, Aluminum, (Left Hand) NSN: 2040-01-304-6448 1 ea. 2,300.00

N 6 Dog, Port Light, Quick Acting, Weathertight, 26” X 54”, Aluminum, (Right Hand NSN: 2040-01-297-2213 1 ea. 2,600.00

Y ***CELZ-SRD-331 Doppler speed log NSN: 5845-01-302-4161 1 ea. 3,255.08

61 N Anchor Line Deck Socket N/A 1 ea. 170.00

63 N Strainer Duplex NSN: 4730-01-173-1413 1 ea. 6,720.00

64 N Self Priming Centrifugal Pump NSN: 4320-01-F07-1229 2 ea. 526.00

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.

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

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

***Government-furnished property, which is to be supplied by either the vessel, Electronic Systems Support Unit (ESU) or local Electronic Support Detachment (ESD).

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List of Critical Inspection Items

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

3.6.2 (Inspection report particulars)):

Work

Item Title

8 Perform Air Test of Interior Compartments (D)

27 Overhaul Stabilizing Fins (D)

29 Remove, Inspect and Reinstall Rudder Assemblies (D)

36 Perform Ultrasonic Thickness Measurements (D)

48 Preserve Battery Space (D)

49 Preserve Surfaces in Forward Auxiliary Machinery Space (D)

50 Preserve Forward Peak Compartment (D)

56 Preserve Engine Room Bilge Surfaces In Various Locations (D)

57 Renew Floating Deck System in Aft Berthing (D)

58 Renew Floating Deck System in Galley and Mess Deck (D)

Page xvii REV 0

Specification Feedback

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

If you have access to the CGWeb (Intranet), please use the following link, which will connect you to the

MLCA(v) Naval Engineering website, for submitting your feedbacks:

http://webapps.mlca.uscg.mil/vdiv/specifications/feedback/default.cfm

If you do not have access to the CGWeb (Intranet), you may still submit your feedbacks, using the following web link:

http://www.uscg.mil/mlclant/vdiv/specfeedback.asp http://webapps.mlca.uscg.mil/vdiv/specifications/feedback/default.cfm http://www.uscg.mil/mlclant/vdiv/specfeedback.asp

Page xviii REV 0

PC_110C_WPB

(21 Mar 2005)

Principal Characteristics

110’WPB (B-CLASS) PATROL BOAT

Length Overall 113‟ 0”

Depth (main deck at side to baseline) 10‟ 0-1/2”

Maximum Beam 21‟ 3”

Height of Highest Projection (above baseline) 55'

Frame Spacing various

Full Load Draft 6‟ 5-3/4”

Full Load Displacement 165 long tons

Shore Tie Voltage Requirements 450VAC 400A 3PH 60HZ ungrounded

PROPELLER / SHAFT

Number of Propellers 2

Number of Blades per Propeller 5

Diameter of Propeller 49.6”

Pitch 61.4”

Revolutions per Minute (RPM) N/A

Shaft Diameter 4”

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00000_DLA_FLT (23 Oct 2008)

General Requirements

1. SCOPE

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

1.2 Government-furnished property.

None.

2. APPLICABLE DOCUMENTS

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

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

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Jun 2006, Coatings and Color

Manual

3. REQUIREMENTS

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

NOTICE!

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

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

WARNING!

Prior to performing welding, Ship’s Force will take precautions to isolate all electronic equipment installed on the cutter from welding current. Do not perform welding until proper isolation has been verified.

3.3 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and nondestructive inspection (NDI), in accordance with Std Spec 0740_STD.

Page 2 REV 0

3.4 Term substitution - COTR for COR. The Contractor shall be aware that the term "COR"

(Contracting Officer's Representative) has been discontinued in favor of "COTR" (Contracting Officer's

Technical Representative); consequently, whenever "COR" is encountered in this specification package, including referenced standard specifications and other referenced documents, it shall refer to "COTR", explicitly.

3.5 Small boat storage. When a small boat (Motor Surf Boat (MSB)/Motor Cargo Boat (MCB)/Rigid

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

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

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

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

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

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

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

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

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

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following

URL address:

http://www.uscg.mil/directives/cim.asp

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

http://www.uscg.mil/directives/cim.asp

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QA-1: QUALITY ASSURANCE INSPECTION FORM - PRESERVATION CHECKLIST

CHECKPOINT 1 - COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down

(maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

Measure soluble salt conductivity (5 measurements per 1000 sqft) - maximum threshold: 70 microsiemens/cm for non-submerged surfaces and 30 microsiemens/cm for submerged surfaces.

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

Ensure surfaces are completely dry, unless otherwise allowed by the Coating Manufacturer(s).

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 - STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer's instructions.

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

CHECKPOINT 8 - TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer's instructions.

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

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

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

CHECKPOINT 9 - FINAL INSPECTION

Verify final system dry film thickness.

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

77 degrees F.

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

CHECKPOINT 10 - RECORD KEEPING

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

Signature of Inspector:______________________________________________________Date:____________

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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

ENTER ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc?)

LOCATION DEW

POINT

SURFACE

TEMP.

% REL.

HUMIDITY

SIGNATURE

OF

INSPECTOR

.Signature of Inspector:__________________________________________________Date:____________

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QA-3 QUALITY ASSURANCE INSPECTION FORM

SURFACE PROFILE LOG

Vessel Name And Hull Number:__________________________________________________

Work Item Title:_______________________________________________________________

Location Of Work (Including Frame Numbers):_____________________________________

Area (Square Feet):_____________

Surface Preparation Method:_____________________________________________________

Abrasive Manufacturer And Size:_________________________________________________

Degreasing Method Used:________________________________________________________

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

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

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

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

Separate Log for Each Section.

AVERAGE MILS

(IAW ASTM D4417,

METHOD C)

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape

Here

Date and Time:__________________________________________________

Location of Surface Profile Measurements:___________________________________________________________

Signature of Inspector:____________________________________________________________________________

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QA-4. QUALITY ASSURANCE INSPECTION FORM

SURFACE SOLUBLE SALT CONDUCTIVITY LOG

Vessel Name and Hull Number:__________________________________________________

Work Item Title:_______________________________________________________________

Location of Work (including frame numbers):_______________________________________

Area (square feet):____________

DATE TEST LOCATIONS

CONDUCTIVITY

(microsiemens/cm)

Date and Time:_________________________________________

Signature of Inspector:___________________________________

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QA-5. QUALITY ASSURANCE DATA FORM

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

(Use one sheet for each sequence)

Vessel Name and Hull Number:__________________________________________________

Work Item Title:______________________________________________________________

Coating Manufacturer:_________________________________________________________

Product Name:________________________________________________________________

Batch Number:________________________________________________________________

Induction Time:_______________________________________________________________

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

DFT

MEASUREMENT

NUMBER

LOCATION OF READINGS MEASURED DFT

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

Average DFT: __________________________________________________________

Date and Time: _________________________________________________________

Signature of Inspector: ___________________________________

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86340_KAM_FLT (11 May 2009)

110B (25 Aug 2009)

WORK ITEM 1: Routine Drydocking (D)

1. SCOPE

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

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N *Transducer cover plate N/A 1 ea. 1500.00

*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 C4ISR Service Center

2. APPLICABLE DOCUMENTS

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

Coast Guard Drawing 110 WPB 085-002, Rev-, Shts 5-8, Docking Plan

Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle („A‟, „B‟ & „C‟

Classes)

3. REQUIREMENTS

3.1 General. The Contractor shall drydock and undock the cutter, in accordance with Std Spec

8634_STD, using a cradle built in accordance with Coast Guard Drawings 110 WPB 085-002 and 110

WPB 085-010.

NOTE

Only Sheets 5-8 of 110 WPB 085-002 are applicable for the B Class cutters as they show the plan, profile, and details of a docking cradle for both docking positions. 110 WPB 085-010 is applicable in its entirety to B Class cutters and shows plans for a lifting/docking cradle for both docking positions.

CAUTION

Page 9 REV 0

Cradles built using 110 WPB 085-002 are not to be used with crane lift operations.

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

Displacement (LT): 169.65.

VCG (FT ABL): 8.93.

LCG (FT aft of amidships): 5.15.

Length Over All (FT): 110.0.

Length of supported keel (FT): NA

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

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

3.4 Routine work.

3.4.1 The Contractor shall perform the below-designated routine drydocking work, in accordance with

Std Spec 8634_STD, Appendix A (Requirements for Routine Drydocking Work). (See Note 4.3

(Paragraph number relationships)). Follow the timeline for work completion and inspection report submission, as specified in Std Spec, 8634_STD, Appendix A, paragraph 20.2 (Inspections and repair work).

SUBSECTION TITLE

20.1 Underwater hull survey.

20.3 Packing material renewal.

20.4 Stern tube and strut bearing inspection.

20.7 Void inspection.

20.8 Zinc anode inspection.

3.4.2 The Contractor shall be aware that the Coast Guard Underwater Hull Inspection Board (UWHIB) will recommend the extent of underwater body coating system preservation required, based on the conditions found during the underwater hull survey.

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

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

3.6.1 Temporary protective coverings. As soon as practicable after drydocking and underwater body surface cleaning, install protective coverings, over zinc anodes, hull fairing materials, rudder bearings, Page 10 REV 0 stern tube and strut bearings, fin stabilizer seals, all exterior deck drains and all overboard discharges.

Wrap all bearings and seals immediately after the vessel is drydocked to prevent entry of debris, abrasives, and paint during cleaning, surface preparation, and painting. Insert soft caulking material into the open ends of rudder and shaft stave bearings to prevent entry of grit or other foreign material.

NOTICE!

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

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

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

WOOD PROPERTIES

Block Material

Permissible

Compressive Stress

Perpendicular to the grain (psi)

Permissible

Compressive Stress

Parallel to the grain

(psi)

Proportional limit

Perpendicular to the grain (psi)

SOFTWOOD

Douglas Fir 400 1400 800

Yellow Pine 300 900 700

HARDWOOD

Red & White Oak 600 1300 1300

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

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

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

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

CAUTION

The cutter shall be docked with all tanks empty.

4. NOTES

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

Page 11 REV 0

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

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

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

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

002 is acceptable.

CAUTION

No devices using slings which bear on the shell of the cutter shall be used while docking this cutter

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

TYPE OF TANK LOCATION

CAPACITY

(GALLONS

Fuel 3-17-1-F 2,560

Fuel 3-17-2-F 2,560

Fuel 3-17-0-F 2,320

Fuel 3-28-1-F 1,162

Fuel 3-28-2-F 1,162

Dirty oil 3-26.5-1-F 155

Oily Water 3-26.5-2-F 155

Sewage 3-16-0-W 554

Forward Grey Water 3-23-0-W 70

Aft Grey Water 3-27.5-0-W 144

Potable Water 3-12-1-W 470

Potable Water 3-12-2-W 470

Page 12 REV 0

86350_LNM_FLT (23 Jan 2009)

WORK ITEM 2: Provide Temporary Logistics (D)

1. SCOPE

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

2. APPLICABLE DOCUMENTS

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

3. REQUIREMENTS

3.1 General. The Contractor shall provide the below listed temporary logistics, in accordance with Std

Spec 8635_STD (see 4.1):

PARAGRAPH TITLE

3.2.1 Office space. (Include a refrigerator)

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

Watchstander immediate phone access.

3.2.3 Parking.

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

3.2.5 Light and power.

3.2.6 Compressed air.

3.2.7 Hazardous Waste Disposal.

LIQUIDS (GALLONS) SOLIDS

Used

Lube

Oil

Paint

Thinners Engine

Coolant

Bilge

Water Oily Filters

Oily Rags

(lbs)

Empty Containers*

1-gal 5-gal 55-gal

150 20 00 150 00 50 00 00 02

*Empty containers that previously housed hazardous materials.

3.2.8 Heavy Lift Equipment: 16 hours.

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3.2.9 Hot-circulating water.

3.2.10 Potable water: 20 gallons per day, bulk.

3.2.11 Refuse disposal.

3.2.12 Sewage and Grey Water Disposal.

3.2.14 Storage:

Dry stores.

Paint and flammable stores.

3.2 Additional temporary logistics. If the performance period of the contract is extended by the

Contracting Officer, the contractor shall continue to provide all temporary logistics as specified herein for the extension period.

3.3 Light and power revision. In addition to the requirements of Standard Specification 8635_STD, 2004

Edition, Section 3.2.5, shall adhere to the following additional requirements:

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

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

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

125 microhms.

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

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

CAUTION!

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

4. NOTES

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

Page 14 REV 0

12312_DLA_FLT (10 Sept 2008)

110B WPB (27 Oct 2008)

WORK ITEM 3: Clean and Inspect Fuel Service Tanks (D)

1. SCOPE

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

TYPE OF TANK LOCATION CAPACITY

(gallons)

Fuel 3-17-1-F 2,560

Fuel 3-17-2-F 2,560

None.

2. APPLICABLE DOCUMENTS

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

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

3. REQUIREMENTS

3.1 General.

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

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

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