JEFFERSON ISLAND SPEC 1340_DD_EDV_09R0.pdf
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SPECIFICATION FOR CGC JEFFERSON ISLAND
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(February 27, 2009 / Rev-0)
USCGC JEFFERSON ISLAND (WPB-1340)
110 FOOT C CLASS PATROL BOAT
SPECIFICATION FOR DRYDOCK REPAIRS
Developed By:
Mr. Edwin Velazquez Commander (v) Maintenance and Logistics Command, Atlantic 300 E. Main Street, Suite (600) Norfolk, VA 23510-9102
USCGC JEFFERSON ISLAND (WPB-1340) DRYDOCK AVAILABILITY 2009
Page i (Rev-0)
TABLE OF CONTENTS
Work Item Title Page
List of Sketches iv
Revisions Record v
List of Applicable References vi
List of Government-furnished Property xvi
List of Critical Inspection Items xviii
Specification Feedback xix
Principal Characteristics xx
General Requirements 1
1 Routine Drydocking 9
2 Provide Temporary Logistics 14
3 Clean and Inspect Fuel Stowage and Overflow Tanks 16
4 Clean and Inspect Fuel Service Tanks 19
5 Clean and Inspect Oil and Oily Waste Tanks 22
6 Preserve Oil and Oily Water Tanks - Partial 25
7 Preserve Oil and Oily Water Tanks - 100% 28
8 Clean and Inspect Sewage Collection and Holding Tank 31
9 Clean and Inspect Grey Water Collection and Holding Tanks 34
10 Clean Sewage Piping System 37
11 Clean Grey Water Piping System 41
12 Install New Grey Water Pumps and Piping 45
13 Renew Floating Deck System in Galley and Mess Deck 49
Page ii (Rev-0)
14 Overhaul Duplex Sea Strainers 54
15 Overhaul Stabilizing Fins 58
16 Overhaul and Renew Sea Valves 63
17 Remove, Inspect, and Reinstall Propellers 68
18 Repair Propeller Root Erosion 71
19 Remove, Inspect, and Reinstall Propeller Shafts 74
20 Overhaul Mechanical Shaft Seal Assemblies 81
21 Inspect and Maintain Cathodic Protection System 83
22 Renew Capastic Fairing 86
23 Renew Water-Lubricated Propeller Shaft Bearings 88
24 Inspect Bronze Sleeves in Various Areas 91
25 Remove, Inspect and Reinstall Rudder Assemblies 94
26 Overhaul Steering Gear Components 99
27 Preserve Forward Peak Compartment 104
28 Renew Depth Indicating Transducer 107
29 Preserve Underwater Body - "Partial" 110
30 Preserve Underwater Body - "100%" 114
31 Renew Through-Deck Packing Glands 117
32 Preserve Forward Auxiliary Machinery Space 120
33 Inspect MDE Exhaust System 123
34 Install Cofferdams in Galley 127
35 Install Hot Water-On-Demand Units 131
36 Install New Searchlight 134
37 Install Main Diesel Engine Duplex Sea Strainers 137
38 Replace Reverse Osmosis Watermakers 141
Page iii (Rev-0)
39 Modify Oily Water Separator Piping 145
40 Ultrasonic Thickness Measurements 148
41 Inspect Pilothouse Aluminum Deck 150
42 Inspect Deck In CPO Stateroom 154
Page iv (Rev-0)
List of Sketches
Work Item Sketch Number Page
This section is not applicable to this package.
Page v (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 vi (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-DTL-15562, May 1996, Matting or Sheet, Floor Covering Insulating for High Voltage requirements
MIL-PRF-17672, May 1995, Hydraulic Fluid, Petroleum, Inhibited
MIL-PRF-24647, Feb 2005, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-STD-1310, Jun 1996; Shipboard Bonding, Grounding, and Other Techniques for Electromagnetic Compatibility and Safety
DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems
OTHER GOVERNMENT DOCUMENTS, DRAWINGS, AND PUBLICATIONS
Federal Specification (Fed Spec), MMM-A-121, Oct 1999, Adhesive Bonding Vulcanized Synthetic Rubber to Steel http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp
Page vii (Rev-0)
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
Coast Guard Drawing 110C WPB 161-001, Rev A, Main Shaft Strut Detail
Coast Guard Drawing 110C WPB 161-003, Rev-, Intermediate Shaft Strut Details
Coast Guard Drawing 110C WPB 161-004, Rev B, Intermediate Shaft Strut Installation
Coast Guard Drawing 110C WPB 161-005, Rev D, Stern Tube Installation Details
Coast Guard Drawing 110C WPB 243-002, Rev B, Propulsion Shafting & Details
Coast Guard Drawing 110C WPB 243-005, Rev C, Shaft Locking Details
Page viii (Rev-0)
Coast Guard Drawing 110C WPB 245-001, Rev-, Propeller Details
Coast Guard Drawing 110C WPB 245-002, Rev A, Assembly of Oil Injection Equipment
Coast Guard Drawing 110C WPB 256-001, Rev D, Main Engine SW Cooling System A&D
Coast Guard Drawing 110C WPB 256-002, Rev A, Auxiliary Engine SW Cooling System A&D
Coast Guard Drawing 110C WPB 256-003, Rev A, SSDG SW Cooling
Coast Guard Drawing 110C WPB 259-001, Rev D, Main Engine 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 528-002, Rev-, Sewage Piping, Arrangements & Details
Coast Guard Drawing 110C WPB 561-001, Rev-, 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
Coast Guard Drawing 110C WPB 565-001, Rev C, Fin Stabilization System
Coast Guard Drawing 110C WPB 621-005, Rev A, Joiner Work Details Galley Mess Deck And Aft Crew's
Coast Guard Drawing 110C WPB 633-001, Rev-, Cathodic Protection Plan and Details
Coast Guard Drawing 110C WPB 633-002, Rev D, Cathodic Protection Installation, Schematic, & Layout
Coast Guard Drawing 110C WPB 635-001, Rev D, Linings And Insulation Plan And Details
Coast Guard Drawing 110 WPB 085-002, Rev-, Docking Plan
Page ix (Rev-0)
Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle
Coast Guard Drawing 110 WPB 243-006, Rev A, Propulsion Shaft Details (Partially supercedes 110 WPB 243-002, 110B WPB 243-002, and 110C WPB 243-002)
Coast Guard Drawing 110 WPB 259-006, Rev B, MDE 8" Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets)
Coast Guard Drawing FL 6713-201, Rev B, CRP-V850 Transducer (B-
14) Adapter Assembly
PUBLICATIONS
Coast Guard Drawing 110 WPB 085-002, Rev-, Docking Plan
Coast Guard Drawing 110 WPB 085-010, Rev B, Docking Plan, Docking/Lifting Cradle
Coast Guard Drawing 110 WPB 243-006, Rev A, Propulsion Shaft Details (Partially supercedes 110 WPB 243-002, 110B WPB 243-002, and 110C WPB 243-002)
Coast Guard Drawing 110 WPB 259-006, Rev B, MDE 8" Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets)
Coast Guard Drawing 110 WPB 330-005, Rev C, Ship Service Lighting One-line Diagram
Coast Guard Drawing 110 WPB 422-003, Rev A, Replacement Searchlight Equipment Arrangement and Details
Coast Guard Drawing 110 WPB 526-002, Rev C, Grey Water Piping Arrangments and Details
Coast Guard Drawing 110 WPB 531-003, Rev-, Reverse Osmosis Desalination Plant Install
Coast Guard Drawing 110 WPB 533-003, Rev D, Installation of Tankless Hot Water Heaters
Coast Guard Drawing 110B WPB 117-003, Rev-, Clearance Hole Detail for Duplex Strainer Installation
Coast Guard Drawing 110B WPB 320-008, Rev-, Power One-Line
Coast Guard Drawing 110B WPB 320-008, Rev A, Power One Line
Page x (Rev-0)
Coast Guard Drawing 110B WPB 320-008, Rev C, MEP One LINE Block Wiring Diagram
Coast Guard Drawing 110B WPB 651-003, Rev A, Galley Sink/Dishwasher Spill Containment
Coast Guard Drawing 110C WPB 111-001, Rev B, Shell Expansion
Coast Guard Drawing 110C WPB 117-001, 002 & 003 Rev D, Transverse Sections
Coast Guard Drawing 110C WPB 161-001, Rev A, Main Shaft Strut Detail
Coast Guard Drawing 110C WPB 161-003, Rev-, Intermediate Shaft Strut Details
Coast Guard Drawing 110C WPB 161-004, Rev B, Intermediate Shaft Strut Installation
Coast Guard Drawing 110C WPB 161-005, Rev D, Stern Tube Installation Details
Coast Guard Drawing 110C WPB 185-001, Rev D, Equipment Foundations - Auxiliary Equipment
Coast Guard Drawing 110C WPB 243-002, Rev A, Propulsion Shafting & Details
Coast Guard Drawing 110C WPB 243-005, Rev C, Shaft Locking Details
Coast Guard Drawing 110C WPB 245-001, Rev-, Propeller Details
Coast Guard Drawing 110C WPB 245-002, Rev A, Assembly of Oil Injection Equipment
Coast Guard Drawing 110C WPB 256-001, Rev E, Main Engine Seawater Cooling
Coast Guard Drawing 110C WPB 256-002, Rev A, Auxiliary Engine Sea Water Cooling System Arrangement & Details
Coast Guard Drawing 110C WPB 259-001, Rev D, Main Engine Piping System
Coast Guard Drawing 110C WPB 259-003, Rev E, MDE 18" Raw Water Discharge Exhaust Flapper Valve Assembly
Page xi (Rev-0)
Coast Guard Drawing 110C WPB 501-001, Rev G, Piping System Schematics
Coast Guard Drawing 110C WPB 521-001, Rev B, Firemain Piping, Arrangements & Details
Coast Guard Drawing 110C WPB 529-001, Rev B, Bilge Piping Arrangements and Details
Coast Guard Drawing 110C WPB 526-001, Rev C, Scupper and Deck Drains Piping Arrangments and Details
Coast Guard Drawing 110C WPB 528-002, Rev-, Sewage Piping, Arrangements & Details
Coast Guard Drawing 110C WPB 529-004, Rev-, Oily Water Separator Piping Diagram Modifications
Coast Guard Drawing 110C WPB 529-005, Rev-, Oily Water Separator Piping Arrangement Modifications
Coast Guard Drawing 110C WPB 561-001, Rev-, 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
Coast Guard Drawing 110C WPB 565-001, Rev B, Fin Stabilization System
Coast Guard Drawing 110C WPB 565-001, Rev C, Fin Stabilization System
Coast Guard Drawing 110C WPB 621-005, Rev A, Joiner Work Details Galley Mess Deck And Aft Crew's
Coast Guard Drawing 110C WPB 633-001, Rev-, Cathodic Protection Plan and Details
Coast Guard Drawing 110C WPB 633-002, Rev D, Cathodic Protection Installation, Schematic, & Layout
Coast Guard Drawing 110C WPB 635-001, Rev D, Linings And Insulation Plan And Details
Coast Guard Drawing FL 6713-201, Rev B, CRP-V850 Transducer (B-
14) Adapter Assembly
Page xii (Rev-0)
PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Jun 2006, Coatings and Color Manual
Coast Guard Technical Publication (TP) 2924, Apr 1992, General Information Book and Operating 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
Coast Guard Technical Publication (TP) 2936, Sept 2008, Manufacturer’s Instruction Book SWBS Group 533; Section G, H and I.
Coast Guard Technical Publication (TP) 3245, Jan 1988, Chapter 561, Vosper-Thornycroft Steering Manual
Coast Guard Technical Publication (TP) 3247, Chapter 633-1, Jan 1991, Electrocatalytic, CAPAC, Cathodic Protection Instruction Manual
Coast Guard Technical Publication (TP) 3247, Jan 1991, Chapter 633-1, Electrocatalytic, CAPAC, 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 Technical Publication (TP) 3971A, Oct 2006, Reverse Osmosis Desalination Plant
Coast Guard Technical Publication (TP) 3987, Feb 2006;
Searchlight, Xenon – 350 Watt
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
Page xiii (Rev-0)
Raytheon V850 Color Echosounder, 2nd Edition, Mar 1993, Operation Manual
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
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-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
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), AMS-G-6032, Jun 1999;
Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code No. G- 363, Metric
Page xiv (Rev-0)
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.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
International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller
International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power - Fluids - Method for Coding Level of Contamination by Solid Particles
ASTM International (ASTM), B124, 2006, Standard Specification for Copper and Copper Alloy Forging Rod, Bar, and Shapes
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
Page xv (Rev-0)
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 xvi (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.
WORK
ITEM MTI ITEM DESCRIPTION NSN/PN QTY
ESTIMATED
COST
($/UNIT)
1 N *Transducer cover plate N/A 1 ea.
3 N Tank Level Indicator 5930-01-429-1289 3 ea. $221.01 4 N Tank Level Indicator 5930-01-429-1289 2 ea. $221.01
12 N Self Priming Centrifugal Pump NSN: 4320-01-F07-1229 2 ea. 526.00 13 N **Sanitizer N/A 1 ea. 5,000.00 15 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
16 N SEAT DISC, BUNA N
NB31209972
1 15.00
N DIAPHRAGM
NB32885872
1 185.00
N GASKET
NB32886572
1 64.00
N O RING N2365694
2 3.00
N O RING N3866494
2 3.00
N O RING NB39822572
1 3.00
N O RING N5902694
2 3.00
N O RING NB39890672
1 3.00
N SPRING
NB62740232
1 268.00
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
19 Y **4" Diameter x 28' Long, Aquamet-17 propulsion shaft NSN: 2010-01-445-7940 2 ea. 8,700.00
Page xvii (Rev-0)
Y **Forward Bearing Housing NSN: 3130-01-442-2863 2 ea. 5,421.00 N *Oil Injection Equipment Kit N/A 1 set 6,000.00
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
21 N Shaft Ground Assembly NSN: 5977-01-204-9914 2 ea. 912.00
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
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
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
Y **Rudder NSN: 2040-01-223-2674 2 ea. 25,000.00 N Hydraulic Pump Assy. NSN: 4320-99-771-4207 2 ea. 550.00 Y ***V850 Color Echo Sounder NSN: 5845-01-518-7245 1 ea. 1,423.41 N **18-inch flapper valve, port NSN: 4320-01-475-8280 1 ea. 2,276.00 N **18-inch flapper valve, stbd NSN: 4320-01-475-7884 1 ea. 2,286.00 N **Port 8" flapper valve NSN: 4810-01-475-8648 1 ea. 500.00 N **Starboard 8" flapper valve NSN: 4810-01-475-8415 1 ea. 500.00 N MDE gasket kit NSN: 5330-01-475-8157 4 ea. 389.45 N MDE gasket kit NSN: 5330-01-475-8169 4 ea. 312.52
N 36 KW HEATER C2N363/480D-CG 1
N 18 KW HEATER C2N183/480D-CG 1
N 25AMP CIRCUIT BREAKER NSN 5925-00-337-8138
TED134025 1
N 60AMP CIRCUIT BREAKER NSN 5925-01-122-7212
TED134060 1
N Infrared Filter Assy. 11679X-1 NSN: 6650-01-536-3086 1 ea. 850.00 N Master Station (Inside)
C4-1-1 NSN: 6230-01-536-1430 1 ea. 1,000.00
N Power Supply 115 or 220AC 3PS115 NSN: 6130-01-536-1025 1 ea. 400.00
*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 xviii (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
13 Renew Floating Deck System in Galley and Mess Deck
15 Overhaul Stabilizing Fins
25 Remove, Inspect and Reinstall Rudder Assemblies
27 Preserve Forward Peak Compartment
33 Inspect MDE Exhaust System
40 Ultrasonic Thickness Measurements
41 Inspect Pilothouse Aluminum Deck
42 Inspect Deck In CPO Stateroom
Page xix (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 xx (Rev-0)
PC_110C_WPB
(22 Jan 2007)
Principal Characteristics
110’WPB (C-CLASS) PATROL BOAT
Length Overall 110’ 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 60H 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”
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.
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.
Page 3 (Rev-0)
4. NOTES
4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may
be accessed at the following URL address:
http://www.uscg.mil/directives/cim.asp
4.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in 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_ADB_FLT (18 Sept 2008) 110C (23 Sept 2008)
WORK ITEM 1: Routine Drydocking
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.
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, Appendix D (Requirements for 110 WPB Lifting/Cradle/Blocking), using a cradle built in accordance with Coast Guard Drawings 110 WPB 085-010 and 110 WPB 085-002.
Page 10 (Rev-0)
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): 126.
• VCG (FT ABL): 9.98.
• LCG (FT aft/fwd amidships): 6.59 aft
• 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 No. 2.
Ensure that the minimum keel block height is 18 inches above the docking facility deck.
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.
20.5 Propeller and shaft inspection.
20.6 Rudder 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
Page 11 (Rev-0) 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, all vent louvers, hull fairing materials, propeller blade seals, rudder bearings, stern tube and strut bearings, spool pieces, spud wells, fin stabilizer seals bow thrusters, 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
Page 12 (Rev-0)
Coast Guard Drawing 110 WPB 085-002. 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
3000 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.
NOTICE!
The Contractor shall be aware of the requirement in the referenced Docking Plan, which states that CUTTER SHALL BE DOCKED WITH ALL TANKS EMPTY. Normal operational practice of cutters is to operate at a minimum 75% fuel capacity during hurricane season and 50% off season.
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.
Page 13 (Rev-0)
4.6 Tank information. 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 2,560 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 496 Forward Grey Water 3-23-0-W 225
Aft Grey Water 3-27.5-0-W 144
Potable Water 3-12-1-W 850
Potable Water 3-12-2-W 850
Page 14 (Rev-0)
86350_LNM_FLT (19 Sep 2008)
WORK ITEM 2: Provide Temporary Logistics
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.
3.2.2 Telephone. (To include long distance line(s).
3.2.3 Parking.
3.2.4 Duty section berthing: for 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
Empty Containers* Used Lube Oil
Paint Thinners Engine
Coolant Bilge Water
Oily Filters
Oily Rags (lbs)
1-gal 5-gal 55-gal
00 20 00 200 00 200 4 4 00 *Empty containers that previously housed hazardous materials.
3.2.8 Heavy Lift Equipment: 2 days.
3.2.9 Hot-circulating water.
Page 15 (Rev-0)
3.2.10 Potable water: 100 gallons per day, at 50
psig.
3.2.11 Refuse disposal.
3.2.12 Sewage and Grey Water Disposal.
3.2.13 Steam.
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.
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 16 (Rev-0)
12311_DLA_FLT (10 Sept 2008) 110C WPB (27 Oct 2008)
WORK ITEM 3: Clean and Inspect Fuel Stowage and Overflow Tanks
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):
Fuel 3-17-0-F 2,320 Fuel* 3-28-1-F 1,162 Fuel* 3-28-2-F 1,162
*Due to the complex geometrical shape and hard accessibility, it is very difficult to perform thorough visual inspection of these tanks.
ESTIMATED
COST
($/UNIT)
N Tank Level Indicator 5930-01-429-1289 3 ea. 221.01
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.
Page 17 (Rev-0)
3.1.2 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which are separate work items in this specification package:
• “Routine Drydock”.
• “Clean and Inspect Fuel Service Tanks”.
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. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.
3.3 Tank content and waste disposal. The Contractor shall
dispose of tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COTR upon completion of work.
3.4 Inspection. The Contractor shall visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:
• Tank structural condition.
• Inaccessible areas.
• Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
3.5 Tank level indicators (TLI). The Contractor shall renew
all TLI’s with Government furnished TLI’s.
Page 18 (Rev-0)
3.6 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after completion of all authorized repair and preservation procedures. Notify the COTR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183.
3.7 Operational test - final. After all authorized work is
completed, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the new TLIs to be in satisfactory operating condition (see 4.1 (Equipment operation)). Submit a CFR.
4. NOTES
4.1 Equipment operation. Coast Guard personnel will operate
all shipboard machinery and equipment during all operational tests.
Page 19 (Rev-0)
12312_DLA_FLT (10 Sept 2008) 110C WPB (27 Oct 2008)
WORK ITEM 4: Clean and Inspect Fuel Service Tanks
1. SCOPE
Fuel 3-17-1-F 2,560 Fuel 3-17-2-F 2,560
*Due to the complex geometrical shape and hard accessibility, it is very difficult to perform thorough visual inspection of these tanks.
ESTIMATED
COST
($/UNIT)
N Tank Level Indicator 5930-01-429-1289 2 ea. 221.01
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.
Page 20 (Rev-0)
3.1.2 Related work items. The Contractor shall accomplish this work item in conjunction with the following, which are separate work items in this specification package:
• “Routine Drydock”.
• “Clean and Inspect Fuel Stowage and Overflow Tanks”.
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. Remove any residual wash media; and wipe up residual moisture with clean lint-free cloths.
3.3 Tank content and waste disposal. The Contractor shall
dispose of tank contents and all cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COTR upon completion of work.
3.4 Inspection. The Contractor shall visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:
• Tank structural condition.
• Inaccessible areas.
• Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
3.5 Tank level indicators (TLI). The Contractor shall renew
all TLI’s with Government furnished TLI’s.
Page 21 (Rev-0)
3.6 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after…
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