KNIGHT ISLAND Spec dtd 18 June 2010 Rev 0.pdf

18 June 2010/Rev 0

USCGC KNIGHT ISLAND (WPB-1348)

110 FOOT C 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 KNIGHT ISLAND (WPB-1348) DRYDOCK AVAILABILITY 2011

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 xvii

List of Critical Inspection Items xx

Specification Feedback xxi

Principal Characteristics xxii

General Requirements 1

1 Routine Drydocking (D) 9

2 Provide Temporary Logistics (D) 13

3 Clean and Inspect Fuel Service Tanks (D) 16

4 Clean and Inspect Fuel Stowage and Overflow Tanks

(D) 19

5 Clean and Inspect Oil and Oily Waste Tanks (D) 22

6 Clean and Inspect Sewage Collection and Holding Tanks (D) 24

7 Clean and Inspect Grey Water Collection and Holding Tanks (D) 26

8 Perform Air Test of Interior Compartments (D) 29

9 Clean Sewage Piping System (D) 31

10 Clean Grey Water Piping System (D) 35

11 Clean and Disinfect Potable Water Tanks (D) 39

Page ii (REV 0)

12 Preserve and Disinfect Potable Water Tanks – Partial

(O) 42

13 Preserve and Disinfect Potable Water Tanks - 100%

(O) 45

14 Preserve Sewage Collection and Holding Tank – Partial (O) 48

15 Preserve Sewage Collection and Holding Tanks - 100%

(O) 50

16 Preserve Grey Water Collection and Holding Tank – Partial (O) 52

17 Preserve Grey Water Collection and Holding Tanks - 100% (O) 54

18 Preserve Oil and Oily Water Tanks – Partial (O) 57

19 Preserve Oil and Oily Water Tanks – 100% (O) 60

20 Inspect MDE Exhaust System (D) 63

21 Remove, Inspect, and Reinstall Propellers (D) 69

22 Repair Propeller Root Erosion (O) 72

23 Remove, Inspect, and Reinstall Propeller Shafts (D) 75

24 Overhaul Mechanical Shaft Seal Assemblies (D) 82

25 Renew Water-Lubricated Propeller Shaft Bearings (O) 85

26 Clean and Inspect Heat Exchangers (D) 89

27 Overhaul and Renew Sea Valves (D) 93

28 Overhaul and Renew Firemain Valves (D) 98

29 Overhaul and Renew Bilge and Ballast Valves (D) 102

30 Overhaul Duplex Sea Strainers (D) 105

31 Overhaul Stabilizing Fins (D) 109

32 Overhaul Steering Gear Components (D) 115

33 Remove, Inspect and Reinstall Rudder Assemblies (D) 120

Page iii (REV 0)

34 Inspect and Maintain Cathodic Protection System (D) 129

35 Renew CAPAC Anode Assembly (O) 134

36 Renew Speed Doppler and Overhaul Doppler Valve (O) 139

37 Renew Depth Indicating Transducer (O) 145

38 Preserve Underwater Body – “Partial” (O) 148

39 Preserve Underwater Body – “100%” (O) 151

40 Preserve Stern Tubes (O) 153

41 Perform Ultrasonic Thickness Measurements (O) 155

42 Perform Aluminum Hull and Structural Repairs - 1/4" Plate (O) 157

43 Perform Aluminum Hull and Structural Repairs - 3/16" Plate (O) 159

44 Perform Aluminum Hull and Structural Repairs - 5/16" Plate (O) 161

45 Perform Hull and Structural Plating Repairs -Crack (Aluminum) (O) 163

46 Perform Hull and Structural Plating Repairs - Eroded Weld (Aluminum) (O) 165

47 Perform Hull and Structural Plating Repairs - Overlay Welding (Aluminum) (O) 167

48 Perform Steel Hull and Structural Plating Repairs (5-Pound) (O) 169

49 Perform Steel Hull and Structural Plating Repairs (7.5-Pound or 7.65-Pound) (O) 171

50 Perform Hull and Structural Plating Repairs - Crack (Steel) (O) 174

51 Perform Hull and Structural Plating Repairs - Eroded Welds (Steel) (O) 176

52 Perform Hull and Structural Plating Repairs - Overlay Welding (Steel) (O) 178

Page iv (REV 0)

53 Renew Through-Deck Packing Gland (D) 180

54 Renew Floating Deck System in Aft Berthing (D) 184

55 Renew Insulation in Aft Berthing Compartment (D) 189

56 Perform Hull Inspection – CPO Sanitary Space (D) 192

57 Renew Deck Coverings (D) 198

58 Renew Various Interior Deck Drains (D) 202

59 Renew False Bulkheads (D) 205

60 Repair Gooseneck Vents (D) 209

61 Renew Insulation in the Battery Compartment (D) 212

62 Renew Sewage Vent Line (D) 215

63 Renewal of Lockers and Racks (D) 217

64 Renew Sewage System Piping (D) 219

65 Renew Shelving in Aft Steering Compartment (D) 222

66 Perform Structural Repairs – Bulkhead 8 (D) 224

67 Renew Structural Closures (D) 227

68 Preserve Superstructure (D) 231

69 Perform Structural Repairs – Port Cofferdam (D) 234

70 Forward Inaccessible Void Installation of a Void Box

(D) 239

71 Perform Hull and Structural Plating Repairs - Corrugated Plate (4.0-Pound) (O) 243

72 Perform Steel Structural Member Repairs -1” x 3” Steel T-Bar Framing (O) 245

73 Renew Ship Service Generator (D) 246

74 Renew Main Diesel Engine (D) 252

75 Preserve Port & Starboard Strut Cofferdams – 100%(D) 257

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

MIL-D-3134, Sep 1989, Deck Covering Materials

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

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

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

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

MIL-PRF-24647, Feb 2005, Paint System, Anticorrosive and Antifouling, Ship Hull http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp�

Page viii (REV 0)

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

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

OTHER GOVERNMENT DOCUMENTS, DRAWINGS, AND PUBLICATIONS

DOCUMENTS

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

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

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

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

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

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

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

DRAWINGS

Page ix (REV 0)

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

Coast Guard Drawing 110 WPB 085-004, Rev-, Superstructure Lines Plan

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

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

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

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

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

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

Coast Guard Drawing 110 WPB 183-002, Rev-, Generator Resilient Mount Installation

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

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

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

Coast Guard Drawing 110 WPB 245-004, Rev A, Propeller Details

Coast Guard Drawing 110 WPB 259-006, Rev D, MDE 8” Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets)

Coast Guard Drawing 110 WPB 512-001, Rev D, Habitability Vent Modifications

Coast Guard Drawing 110 WPB 529-001, Rev B, Bilge Piping Arrangement & Details

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

Page x (REV 0)

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

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

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

Coast Guard Drawing 110 WPB 581-002, Rev B, Anchor Handling & Hawse Pipe Dets

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

Coast Guard Drawing 110B WPB 183-001, Rev C, Generator Foundations

Coast Guard Drawing 110B WPB 201-003, Rev C, Machinery Arrangement

Coast Guard Drawing 110B WPB 259-002, Rev D, Genset Exhaust Piping System

Coast Guard Drawing 110B WPB 320-001, Rev H, Ships Service Power 1-Line Diagram

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

Coast Guard Drawing 110C WPB 115-001, Rev -, Longitudinal Girders

Coast Guard Drawing 110C WPB 117-001, Rev A, Transverse Sections

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

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

Coast Guard Drawing 110C WPB 167-002, Rev A, Manhole Details

Coast Guard Drawing 110C WPB 167-005, Rev E, Manhole and Hatch Key Plan

Coast Guard Drawing 110C WPB 201-002, Rev-, Propulsion Configuration

Coast Guard Drawing 110C WPB 201-003, Rev A, Machinery Arrangement (List of Components)

Page xi (REV 0)

Coast Guard Drawing 110C WPB 233-001, Rev -, Main Engine Bolting & Pads

Coast Guard Drawing 110C WPB 233-002, Rev A, Remote Emergency Main Engine Shutdown

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

Coast Guard Drawing 110C WPB 256-002, Rev A, Auxiliary Engine Sea Water Cooling System Arrangement & Details

Coast Guard Drawing 110C WPB 256-003, Rev A, SSDG SW Cooling

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

Coast Guard Drawing 110C WPB 259-003, Rev E, MDE 18” Raw Water Discharge Exhaust Flapper Valve Assembly

Coast Guard Drawing 110C WPB 501-001, Rev G, Piping System Schematics

Coast Guard Drawing 110C WPB 501-001, Rev H, Piping System Schematic (Bilge & Fire Piping)

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

Coast Guard Drawing 110C WPB 521-001, Rev B, Firemain Piping, Arrangements & Details

Coast Guard Drawing 110C WPB 526-001, Rev C, Scuppers and Deck Drains Piping Arrangement & Details

Coast Guard Drawing 110C WPB 528-002, Rev-, Sewage Piping, Arrangements & Details

Coast Guard Drawing 110C WPB 529-001, Rev B, Bilge Piping Arrangement And Detail

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

Coast Guard Drawing 110C WPB 561-004, Rev A, Steering System Details - Piping

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

Page xii (REV 0)

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

Coast Guard Drawing 110C WPB 581-002, Rev B, Anchor Handling & Hawse Pipe Details

Coast Guard Drawing 110C WPB 601-017, Rev -, Aft Peak Layout

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

Coast Guard Drawing 110C WPB 621-002, Rev A, Joiner Work Details, (CPO & Crew Area)

Coast Guard Drawing 110C WPB 621-005, Rev B, Joiner Work Detail Galley Mess and Aft Crews

Coast Guard Drawing 110C WPB 621-005, Rev B, Joiner Work Details

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

Coast Guard Drawing 110C WPB 633-002, Rev D, Cathodic Protection

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

Coast Guard Drawing 110C WPB 643-001, Rev -, Furniture Details (Enlisted Men Qrtrs)

Coast Guard Drawing FL 6713-201, Rev B, CRP-V850 Transducer (B-

14) Adapter Assembly

Naval Ships Systems Command Drawing 803-2145518, Rev G, Sprayshields for Mechanical Joints

PUBLICATIONS

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

Coast Guard Technical Manual (TP) 3223, May 1985, SWBS 420, Section G, Doppler Service Manual

Coast Guard Technical Publication (TP) 2924, Jun 1990, General Information Book and Operating Manual for USCG 110 Foot Patrol Boat, Annex 1B, Propeller Renewal Procedure

Page xiii (REV 0)

Coast Guard Technical Publication (TP) 2932, SWBS 245-2, Aug 1987, Propeller Renewal Procedure

Coast Guard Technical Publication (TP) 3097, Oct 1994, Manufacturer’s Instruction Book - SWBS Group 311, Ships Service Diesel Generator

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

Coast Guard Technical Publication (TP) 3215, Oct 1994, Main Diesel Engine, Caterpillar Model 3516

Coast Guard Technical Publication (TP) 3216, Feb 1994, Main Reduction Gear

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

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

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

Coast Guard Technical Publication (TP) 4655, Aug 9 1991, Section 633-A, Cathodic Protection System

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

Vosper Thornycroft Technical Bulletin No. 49, Jul 1992, Procedure for Fitting New Tiller Rod Eye Bearings to Actuators and Removing Redundant Grease Hose On BMS Island Class USCG Cutters

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

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

INDUSTRY STANDARDS

American National Standards Institute/American Society of Mechanical Engineers (ANSI/ASME), B4.1-1967, (reaffirmed 1994), Preferred Limits and Fits for Cylindrical Parts

Page xiv (REV 0)

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

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

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

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

American Society for Testing and Materials (ASTM) E797, 2001, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method

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

Institute of Electrical and Electronic Engineers (IEEE), Standard 45, 2002, Recommended Practice for Electrical Installations on Shipboard

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-110, 1996 Edition, Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

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

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

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

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

Page xv (REV 0)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-69, 2003, Pipe Hangers and Supports - Selection and Application

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-89, 2003, Pipe Hangers and Supports – Fabrication and Installation Practices

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

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.3 (SSPC-SP 3), 2004, Power Tool 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) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 7/NACE No.4, 2004, Brush-Off Blast Cleaning

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

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2004, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting

Page xvi (REV 0)

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

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

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, 2004, 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 xvii (REV 0)

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.

WOR

K

ITE

M

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N *Transducer cover plate N/A 1 ea. 1500.00 20 N **8-inch flapper valve, port NSN: 4810-01-475-

1 ea.

2,072.00 20 N **8-inch flapper valve, starboard

NSN: 4810-01-475-

1 ea.

2,072.00

20 N **18-inch flapper valve, port NSN: 4320-01-475-

1 ea.

9,010.14

20 N **18-inch flapper valve, stbd NSN: 4320-01-475-

1 ea.

9,549.16

20 N **18” Exhaust Gasket Kit NSN: 5330-01-475-

4 ea.

389.45

20 N **18” Exhaust Gasket Kit NSN: 5330-01-475-

4 ea.

312.52

20 N **8” Exhaust Gasket Kit NSN: 5330-01-475-

4 ea.

128.24

21 Y **Propeller, LH NSN: 2010-01-222-

1 ea.

23,445.00

21 Y **Propeller, RH NSN: 2010-01-222-

1 ea.

22,800.00

23 N **4" Diameter x 28' Long, Aquamet-17 propulsion shaft

NSN: 2010-01-445-

2 ea.

8,700.00

23 N **Forward Bearing Housing NSN: 3130-01-442-

2 ea.

5,421.00

23 N *Oil Injection Equipment Kit N/A 1 set 25,000.00 24 N Shaft seal assembly kit NSN: 5330-01-497-

2 ea.

859.48 24 N **Shaft seal assembly NSN: 4320-01-497-

2 ea.

3,111.84 24 N Emergency Shaft Seal Inflator

Kit

NSN: 5330-01-497-

2 ea.

175.00

25 N **Main Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long

NSN: 3120-01-222-

2 ea.

200.00 25 N **Intermediate Shaft Strut

Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long

NSN: 3120-01-222-

2 ea.

200.00 25 N **Stern Tube Bearing, Bronze and Rubber cutlass bearing, 4" ID x 5" OD x 8” Long

NSN: 3120-01-238-

2 ea.

150.00 31 N Spherical Roller Bearing NSN: 3110-00-902-

2 ea.

136.00

Page xviii (REV 0)

WOR

K

ITE

M

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

31 N Spherical Bearing NSN: 3120-99-806-

4 ea.

167.00

31 N Special Bolt Trunion P/N: 3665208-A

4 ea.

135.00

31 N Special Bolt Tiller NSN: 5306-99-538-

4 ea.

126.00

31 N Rod Eye Trunion Bolt Nut NSN: 5315-01-485-

4 ea.

34.00

31 N Fin Spacer Bushing NSN: 3120-01-396-

4 ea.

81.00

31 N Fin Spacer Bushing NSN: 5365-99-807-

4 ea.

66.00

31 N Circlip NSN: 5365-99-902-

8 ea.

2.00

31 N Actuator Seals NSN: 5330-99-729-

4 sets 98.00

31 N Rod Eye Bearing NSN: 3120-01-377-

4 ea.

530.00

31 N Rod Eye Locknut NSN: 5310-01-468-

4 ea.

13.00

31 N Tiller Pin Nuts NSN: 5315-01-485-

4 ea.

34.00

31 Y **Fin Stabilizer assembly NSN: 2040-99-726-

2 ea.

12,200.00

31 N Lower bearing bushing NSN: 3120-99-726-

2 ea.

900.00

32 N Hydraulic Pump Assy. NSN: 4320-99-771-

2 ea.

550.00

32 N **Hydraulic Actuators NSN: 3040-99-729-

2 ea.

7,949.00

32 N **Electric Motor NSN: 6105-99-838-

1 ea.

2,500.00

32 N **Electric Motor NSN: 6105-99-729-

1 ea.

2,500.00

33 Y **Rudder NSN: 2040-01-223-

2 ea.

25,000.00

33 N **Lower Rudder Bearing NSN 3120-01-477-8696 2 ea. 1,364.00 34 N Shaft Ground Assembly NSN: 5977-01-204-

2 ea.

912.00 34 N Reference Electrode NSN: 5977-01-203-

2 ea.

2,093.90 34 N **Anode Kit NSN: 5340-01-206-

2 ea.

3,922.00 35 N **Anode Kit NSN 5340-01-206-2354 1 ea. 4163.00 36 Y ***CELZ-SRD-331 Doppler speed log

NSN: 5845-01-302-

1 ea.

3,255.08

37 Y ***V850 Color Echo Sounder NSN: 5845-01-518-

1 ea.

1,423.41

63 N Triple Staggered Bunk Port BMS6114563 1 ea 4,000.00 63 N Triple Staggered Bunk Starboard BMS6114563 1 ea 4,000.00

Page xix (REV 0)

WOR

K

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M

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

63 N Clothes Locker Port BMS6114611 1 ea 2,000.00 63 N Clothes Locker Starboard BMS6114611 1 ea 2,000.00 63 N Bunk ladder BMS6114581 2 ea 240.00 63 N Curtain Rod BMS6114458 6 ea 200.00 63 N Bunk Locker BMS6114598 16 ea 500.00 63 N Double Rack 1 ea 2,550.00 63 N Triple Rack 2 ea 3,200.00 63 N Single Locker 8 ea 500.00

67 N 6 Dog, Port Light, Quick Acting, Weathertight, 26”x54”, Aluminum, Left Hand Door

NSN: 2040-01-304-

1 ea.

$2,367.95 67 N 6 Dog, Port Light, Quick Acting, Weathertight, 26”x54”, Aluminum, Right Hand Door

NSN: 2040-01-297-

1 ea.

$2,611.94 69 N Sound Damping Tiles NSN: 9330-01-249-boxes 446.00 73 Y Caterpillar Genset engine PN: Model 3304 1 ea. 27,000.00 73 Y Kato Generator Rating: 99 KW 1 ea. 16,500.00 73 N Engine Resilient Mount 45 P/N 6050231 2 ea. 169.70 73 N Generator Resilient Mount 55 P/N 6050232 2 ea. 169.70 74 Y Caterpillar diesel engine - Model

3516 2815-01-342-4445 1 ea. 182,000.00 74 N Shuster Install Kit P/N: 110E1KCS 1 ea. 19,451.12 74 N Heater Group P/N: 7C1706 2 ea. 1,500.00 75 N Sound Damping Tiles NSN: 9330-01-249-boxes 446.00

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

Page xx (REV 0)

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)

31 Overhaul Stabilizing Fins (D)

33 Remove, Inspect and Reinstall Rudder Assemblies (D)

41 Perform Ultrasonic Thickness Measurements (O)

54 Renew Floating Deck System in Aft Berthing (D)

57 Renew Deck Coverings (D)

59 Renew False Bulkheads (D)

61 Renew Insulation in the Battery Compartment (D)

Page xxi (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/defaul t.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://webapps.mlca.uscg.mil/vdiv/specifications/feedback/default.cfm� http://www.uscg.mil/mlclant/vdiv/specfeedback.asp�

Page xxii (REV 0)

PC_110C_WPB

(21 Mar 2005)

Principal Characteristics

110’ WPB (“C”-CLASS) PATROL BOAT

PHYSICAL CHARACTERISTICS

Length Overall 110' 0" or 113' if stern flap present Length between Perpendiculars 104' 0"

Depth 10' 1/2" Beam, Molded 21' 3" Depth, Molded N/A Full Load Draft 6' 5-3/4" Height of Highest Projection 55' Full Load Displacement 165 long tons Anchor 150 lb Danforth with 450 ft. 4" nylon rope

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

HULL CHARACTERISTICS

Hull BS-4360, GR 43A Steel Main Weatherdeck & Superstructure 5086 Aluminum Alloy

Frame Spacing

Frames 9-10; 24" Frames 10-13; 48" Frames 13-16; 47" Frames 16-17; 23" Frames 17-22; 47" Frames 22-28; 49" Frames 28-33; 47" Frames 33-36; 24"

Bulkheads Seven watertight transverse Fin Stabilizers Frame 22

Page xxiii (REV 0)

110’ WPB (“C”-CLASS) PATROL BOAT

MACHINERY CHARACTERISTICS

Main Propulsion Two Caterpillar 3516 DITA V-16 diesel; 2730 BHP each @

1910 RPM

Reduction Gears Two ZF Model BW 755 reversible reduction gearboxes, 2.330:1 ratio

Number of Propellers 2 Number of Blades 5 Diameter of Propeller 49.6" Pitch 61.4"

RPM N/A

Shaft Monel Alloy K500, or AQUAMET 17 Shaft Diameter 4" Shaft Seal Mechanical Shaft Seal Shaft Bearings Stern tube, Rubber Cutless or Thordon Rudders Twin underslung type, 5 sq ft each

Ship's Service Generators Two Caterpillar Type 3304BT diesel; 99KW, 460V, 60Hz, 3-phase, 3-wire @ 1800 RPM

TANK CAPACITIES

Fuel Oil (95%) 9,306 gal Fresh Water (100%) 940 gal Lubricating Oil (95%) 109 gal

Page 1 (REV 0)

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.

Page 2 (REV 0)

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.

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.

Page 3 (REV 0)

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�

Page 4 (REV 0)

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:____________

Page 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

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:____________

Page 6 (REV 0)

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:____________________________________________________________________________

Page 7 (REV 0)

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:___________________________________

Page 8 (REV 0)

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: ___________________________________

Page 9 (REV 0)

86340_KAM_FLT (11 May 2009) 110C (08 May 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

2. APPLICABLE DOCUMENTS

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

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

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

3. REQUIREMENTS

3.1 General. The Contractor shall drydock and undock the

cutter, in accordance with Std Spec 8634_STD, using a cradle built in accordance with Coast Guard Drawings 110 WPB 085-010 and 110 WPB 085-002.

3.2 Cutter Conditions. The Contractor shall use the below-

listed information for purposes of performing calculations, as described in paragraph 20.2 of Appendix B of Std Spec 8634_STD.

(See Note 4.4 (Cutter characteristics)). The Contractor shall be responsible for any change to the cutter’s loading condition necessary, for drydocking, to meet the capability of the Contractor’s dock.

• Displacement (LT): 162.6.

• VCG (FT ABL): 8.90.

Page 10 (REV 0)

• LCG (FT aft of amidships): 4.83.

• Length Over All (FT): 110.0.

• Length of supported keel (FT): NA

3.3 Blocking position. The Contractor shall arrange keel and

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

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

3.4 Routine work.

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

SUBSECTION TITLE

20.1 Underwater hull survey.

20.7 Void inspection.

20.8 Zinc anode inspection.

3.5 Hull cleaning – removal of marine growth. The Contractor

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

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

3.6.1 Temporary protective coverings. As soon as practicable

after drydocking and underwater body surface cleaning, install protective coverings, over zinc anodes, hull fairing materials, rudder bearings, stern tube and strut bearings, fin stabilizer seals, all exterior deck drains and all overboard discharges.

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

Page 11 (REV 0) 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.

Page 12 (REV 0)

4. NOTES

4.1 Drydock terms. As used in these specifications, all

references to drydock facilities include graving drydocks, floating drydocks, marine railways, building ways or vertical lifts.

4.2 Arrival conditions. The Engineering Petty Officer (EPO)

will advise the Contractor of the actual tank and draft readings when the vessel arrives, and will discuss with the Contractor any ballast requirements necessary to accommodate the vessel draft and trim.

4.3 Paragraph number relationships. The paragraph number for

each subsection listed herein relates directly to identical sub-paragraph numbers in Std Spec 8634_STD.

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

4.5 Cradles. Many of the cradles used to dock the 110's were

built to the early drawing 085-002. The newer cradles have been built to 085-010. The drawings show minor variations in dimensions. It should be noted that while the Standard Spec calls for the cradle to be built just to 085-010, a cradle built to 085-002 is acceptable.

4.6 Tank information. Normal operational practice of cutters

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

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 2,350 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 13 (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 Coast Guard Inspector. Lines shall be high speed (HDSL) circuits with voice capability and a minimum of 768Kb of data bandwidth from the local telephone company’s entrance facility demarcation point to the cutter’s point of service. A minimum of one provided line shall have an extension aboard the vessel, to allow the Watchstander immediate phone access.

3.2.3 Parking.

3.2.4 Duty section berthing: 2 male, 0 female. Duty

section berthing shall be provided for the entire duration of the availability.

3.2.5 Light and power.

Page 14 (REV 0)

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.

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.

Page 15 (REV 0)

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…