NANTUCKET Spec dtd 18 June 2010 Rev 0.pdf
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USCGC NANTUCKET Specification dtd 18 June 2010/Rev 0
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18 June 2010/Rev 0
USCGC NANTUCKET (WPB-1316)
110 FOOT A 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 NANTUCKET (WPB-1316) 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 xv
List of Critical Inspection Items xvii
Specification Feedback xviii
Principal Characteristics xix
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 Grey Water Piping System (D) 31
10 Clean and Disinfect Potable Water Tanks (D) 35
11 Preserve and Disinfect Potable Water Tanks – Partial
(O) 38
Page ii (REV 0)
12 Preserve and Disinfect Potable Water Tanks - 100%
(O) 41
13 Preserve Sewage Collection and Holding Tank – Partial (O) 44
14 Preserve Sewage Collection and Holding Tanks - 100%
(O) 46
15 Preserve Grey Water Collection and Holding Tank – Partial (O) 48
16 Preserve Grey Water Collection and Holding Tanks - 100% (O) 50
17 Preserve Oil and Oily Water Tanks – Partial (O) 53
18 Preserve Oil and Oily Water Tanks – 100% (O) 56
19 Inspect MDE Exhaust System (D) 59
20 Remove, Inspect, and Reinstall Propellers (D) 64
21 Repair Propeller Root Erosion (O) 68
22 Remove, Inspect, and Reinstall Propeller Shafts (D) 71
23 Overhaul Mechanical Shaft Seal Assemblies (D) 78
24 Renew Water-Lubricated Propeller Shaft Bearings (O) 81
25 Clean and Inspect Heat Exchangers (D) 85
26 Overhaul and Renew Sea Valves (D) 89
27 Overhaul and Renew Firemain Valves (D) 94
28 Overhaul and Renew Bilge and Ballast Valves (D) 98
29 Overhaul Duplex Sea Strainers (D) 101
30 Overhaul Stabilizing Fins (D) 105
31 Overhaul Steering Gear Components (D) 111
32 Remove, Inspect and Reinstall Rudder Assemblies (D) 116
33 Inspect and Maintain Cathodic Protection System (D) 125
34 Renew CAPAC Anode Assembly (O) 130
Page iii (REV 0)
35 Renew Speed Doppler and Overhaul Doppler Valve (D) 135
36 Renew Depth Indicating Transducer (D) 141
37 Preserve Underwater Body – “Partial” (O) 144
38 Preserve Underwater Body – “100%” (O) 147
39 Preserve Stern Tubes (O) 149
40 Perform Ultrasonic Thickness Measurements (O) 151
41 Perform Aluminum Hull and Structural Repairs - 1/4" Plate (O) 153
42 Perform Aluminum Hull and Structural Repairs - 3/16" Plate (O) 155
43 Perform Aluminum Hull and Structural Repairs - 5/16" Plate (O) 157
44 Perform Hull and Structural Plating Repairs -Crack (Aluminum) (O) 159
45 Perform Hull and Structural Plating Repairs - Eroded Weld (Aluminum) (O) 161
46 Perform Hull and Structural Plating Repairs - Overlay Welding (Aluminum) (O) 163
47 Perform Steel Hull and Structural Plating Repairs (5-Pound) (O) 165
48 Perform Steel Hull and Structural Plating Repairs (7.5-Pound or 7.65-Pound) (O) 167
49 Perform Hull and Structural Plating Repairs - Crack (Steel) (O) 170
50 Perform Hull and Structural Plating Repairs - Eroded Welds (Steel) (O) 172
51 Perform Hull and Structural Plating Repairs - Overlay Welding (Steel) (O) 174
52 Preserve Bilge Surfaces in Forward Auxiliary Machinery Space (D) 176
53 Preserve Bilge Surfaces in Aft Machinery Space (D) 178
Page iv (REV 0)
54 Preserve Bilge in Aft Steering (D) 181
55 Renew Galley Refrigerator/Freezer Units (D) 184
56 Renew Battery Cables in Engine Room (D) 187
57 Renew A/C Air Handlers (D) 190
58 Clean, Inspect and Preserve Engineroom Bilge Surfaces (D) 195
59 Clean Sewage Piping System, Renew Sewage Pump and Eductor (D) 198
60 Preserve Superstructure (D) 202
61 Preserve Freeboard - 100% (D) 205
62 Perform Hull and Structural Plating Repairs - Corrugated Plate (4.0-Pound) (O) 209
63 Perform Hull and Structural Plating Repairs (10.2- Pound) (O) 211
64 Perform Steel Structural Member Repairs -1” x 3” Steel T-Bar Framing (O) 212
Page v (REV 0)
List of Sketches
Work Item Sketch Number Page
This section is not applicable to this package.
Page vi (REV 0)
Revisions Record
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package.
Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK ITEM# CHANGES MADE
NOTE: All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
Page vii (REV 0)
List of Applicable References
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution. Electronic copies of the latest Editions of MLCA Standard Specifications are available on the Internet and may be accessed at the following Internet Uniform Resource Locator (URL) address:
http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp.
Guidance for obtaining copies of all other documents referenced herein is provided in the solicitation.
Order of precedence. In the event of conflicts between text of this specification and the applicable references specified herein, order of precedence shall be in accordance with MLCA Standard Specification 0000_STD, paragraph 3.2 (Order of precedence), unless otherwise specified by the Contracting Officer (KO). The Contractor shall immediately notify the KO in writing of any perceived conflicts contained herein. Nothing in these documents, however, supersedes applicable laws and regulations, unless a specific exemption has been obtained.
FEDERAL AND MILITARY SPECIFICATIONS AND STANDARDS
MIL-A-24456, Jun 1979, Adhesive for Plastic-Vibration Damping Tile
MIL-G-6032D(1), Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code #G-636
MIL-PRF-17672, May 1995, Hydraulic Fluid, Petroleum, Inhibited
MIL-PRF-24647, Feb 2005, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-S-8660C(2), Silicone Compound, NATO Code # S-736
MIL-STD-2148, Oct 1989, Vibration Damping Materials
DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems
Commercial Item Description (CID) A-A-59588, Jul 2005, Rubber Silicone http://www.uscg.mil/mlclant/vdiv/standard_specifications.asp�
Page viii (REV 0)
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 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 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 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 111-001, Rev A, Shell Expansion
Coast Guard Drawing 110 WPB 161-001, Rev A, Main Shaft Strut Details
Page ix (REV 0)
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 163-002, Rev -, Auxiliary Sea Chest Details
Coast Guard Drawing 110 WPB 223-001, Rev G, Main Storage Battery One Line and 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 245-005, Rev-, Assembly of Oil Injection Equipment
Coast Guard Drawing 110 WPB 256-001, Rev A, Main Engine SW Cooling System A&D
Coast Guard Drawing 110 WPB 256-002, Rev-, Aux SW Cooling System A&D
Coast Guard Drawing 110 WPB 256-003, Rev-, Mods to SW Cooling Incidental to Install of Charge Air Cooler Diverter Valve
Coast Guard Drawing 110 WPB 256-004, Rev B, SSDG Seawater Cooling
Coast Guard Drawing 110 WPB 259-001, Rev A, Main Engine Exhaust Piping System
Coast Guard Drawing 110 WPB 259-005, Rev C, 18” Raw Water Discharge Spray Ring Assembly w/ Companion Flanges & Gaskets
Coast Guard Drawing 110 WPB 259-006, Rev D, MDE 8” Exhaust Flapper Valve Assembly (w/Companion Flanges & Gaskets)
Page x (REV 0)
Coast Guard Drawing 110 WPB 501-001, Rev D, Piping System Schematics
Coast Guard Drawing 110 WPB 514-001, Rev A, Air Conditioning and Heating Systems
Coast Guard Drawing 110 WPB 521-001, Rev B, Firemain Piping Arrg’t & Details
Coast Guard Drawing 110 WPB 528-001, Rev B, Sewage Piping Arrangement
Coast Guard Drawing 110 WPB 561-001, Rev-, Steering System Details
Coast Guard Drawing 110 WPB 561-002, Rev-, Steering System Details - Piping
Coast Guard Drawing 110 WPB 561-003, Rev -, Emergency Steering Details
Coast Guard Drawing 110 WPB 561-004, Rev -, Steering Controller
Coast Guard Drawing 110 WPB 633-001, Rev A, Cathodic Protection Plan and Details
Coast Guard Drawing 110 WPB 633-002, Rev -, Cathodic Protection Install Schematic & Layout
Coast Guard Drawing 110 WPB 636-001, Rev A, Noise Damping Details
Coast Guard Drawing 110 WPB 651-001, Rev G, Galley Equipment Details
Coast Guard Drawing 110 WPB 651-002, Rev B, Mess Deck Arrangement and Installation Details
Coast Guard Drawing 110B WPB 117-001, Rev H, Transverse Sections
Coast Guard Drawing 110C WPB 161-005, Rev F, Stern Tube Installation Details
Coast Guard Drawing 110C WPB 501-001, Rev H, Piping System Schematics
Coast Guard Drawing 110C WPB 528-002, Rev -, Sewage Piping Arrangement & Details
Page xi (REV 0)
Coast Guard Drawing 110C WPB 562-001, Rev G, Rudder Details (superceded 110 WPB 562-001)
Coast Guard Drawing 110C WPB 565-001, Rev D, Fin Stabilization System
Coast Guard Drawing 110C WPB 636-001, Noise Damping Details
Coast Guard Drawing FL 6713-201, Rev B, CRP-V850 Transducer (B-
14) Adapter Assembly
PUBLICATIONS
Coast Guard 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
Coast Guard Technical Publication (TP) 2932, SWBS 245-2, Aug 1987, Propeller Renewal Procedure
Coast Guard Technical Publication (TP) 2938, Manufacturer’s Instruction Book - SWBS Groups 625-651, Combination Refrigerator/Freezer, Section H
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) 4927, Manufacturer’s Instruction Book - SWBS Group 514, Air Conditioning 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
Page xii (REV 0)
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
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water- Storage Facilities
American National Standards Institute/NSF International (ANSI/NSF) 61, 2005, Drinking Water System Components - Health Effects
American Petroleum Institute (API) Specification 5L, 2004, Specification for Line Pipe
American Water Works Association (AWWA) C652, 2002, Disinfection of Water-Storage Facilities
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
Page xiii (REV 0)
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
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
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 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 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
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 F683 Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery
Page xiv (REV 0)
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) B280, 2008, Standard Specification for Seamless Copper Tube for Air Conditioning And Refrigeration Field Service
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
SAE AS 81765/1, 2002, Insulating Components, Molded, Electrical, Heat Shrinkable, Polyolefin, Crosslinked Semi-Rigid and Flexible
- FSC 5970
Page xv (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 19 N **Port spray ring NSN: 2990-01-475-9621 1 ea. 1,584.00 19 N **Starboard spray ring NSN: 2990-01-475-9620 1 ea. 1,584.00 19 N **Port 8” flapper valve NSN: 4810-01-475-8648 1 ea. 2,072.00 19 N **Starboard 8” flapper valve NSN: 4810-01-475-8415 1 ea. 2,072.00 19 N MDE gasket kit NSN: 5330-01-475-8157 4 ea. 389.45 19 N MDE gasket kit NSN: 5330-01-475-8169 4 ea. 312.52 19 N 8” Exhaust Gasket Kit NSN: 5330-01-475-8804 4 ea. 128.24 20 Y **Propeller, LH NSN: 2010-01-222-2440 1 ea. 23,445.00 20 Y **Propeller, RH NSN: 2010-01-222-2441 1 ea. 22,800.00 22 N **4" Diameter x 28' Long, Aquamet-17 propulsion shaft NSN: 2010-01-445-7940 2 ea. 8,700.00 22 N **Forward Bearing Housing NSN: 3130-01-442-2863 2 ea. 5,421.00 22 N *Oil Injection Equipment Kit N/A 1 set 25,000.00 23 N Shaft seal assembly kit NSN: 5330-01-497-8095 2 ea. 859.48 23 N **Shaft seal assembly NSN: 4320-01-497-8057 2 ea. 3,111.84 23 N Emergency Shaft Seal Inflator
Kit NSN: 5330-01-497-9866 2 ea. 175.00
N
**Main Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long
NSN: 3120-01-222-3927
2 ea. 200.00
N
**Intermediate Shaft Strut Bearing, Bronze and rubber cutlass bearing, 4" ID x 5" OD x 16” Long
NSN: 3120-01-222-3927
2 ea. 200.00
N **Stern Tube Bearing, Bronze and Rubber cutlass bearing, 4" ID x 5" OD x 8” Long
NSN: 3120-01-238-0689
2 ea. 150.00
30 N Spherical Roller Bearing NSN: 3110-00-902-7288 2 ea. 136.00 30 N Spherical Bearing NSN: 3120-99-806-7289 4 ea. 167.00 30 N Special Bolt Trunion P/N: 3665208-A
4 ea. 135.00 30 N Special Bolt Tiller NSN: 5306-99-538-1451 4 ea. 126.00 30 N Rod Eye Trunion Bolt Nut NSN: 5315-01-485-3148 4 ea. 34.00 30 N Fin Spacer Bushing NSN: 3120-01-396-1724 4 ea. 81.00 30 N Fin Spacer Bushing NSN: 5365-99-807-4040 4 ea. 66.00 30 N Circlip NSN: 5365-99-902-2593 8 ea. 2.00 30 N Actuator Seals NSN: 5330-99-729-7570 4 sets 98.00 30 N Rod Eye Bearing NSN: 3120-01-377-1940 4 ea. 530.00 30 N Rod Eye Locknut NSN: 5310-01-468-7665 4 ea. 13.00
Page xvi (REV 0)
WOR
K
ITE
M
MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED
COST
($/UNIT)
30 N Tiller Pin Nuts NSN: 5315-01-485-3148 4 ea. 34.00 30 Y **Fin Stabilizer assembly NSN: 2040-99-726-4768 2 ea. 12,200.00 30 N Lower bearing bushing NSN: 3120-99-726-2345 2 ea. 900.00 31 N Hydraulic Pump Assy. NSN: 4320-99-771-4207 2 ea. 550.00 31 N **Hydraulic Actuators NSN: 3040-99-729-7565 2 ea. 7,949.00 31 N **Electric Motor NSN: 6105-99-838-3857 1 ea. 2,500.00 31 N **Electric Motor NSN: 6105-99-729-7568 1 ea. 2,500.00 32 Y **Rudder NSN: 2040-01-223-2674 2 ea. 25,000.00 32 N **Lower Rudder Bearing NSN 3120-01-477-8696 2 ea. 1,364.00 33 N Shaft Ground Assembly NSN: 5977-01-204-9914 2 ea. 912.00 33 N Reference Electrode NSN: 5977-01-203-7800 2 ea. 2,093.90 33 N **Anode Kit NSN: 5340-01-206-2354 2 ea. 3,922.00 34 N **Anode Kit NSN 5340-01-206-2354 1 ea. 4163.00 35 Y ***CELZ-SRD-331 Doppler speed log NSN: 5845-01-302-4161 1 ea. 3,255.08 36 Y ***V850 Color Echo Sounder NSN: 5845-01-518-7245 1 ea. 1,423.41 53 N Sound Damping Tiles NSN: 9330-01-249-8427 4 boxes 446.00 54 N Sound Damping Tiles NSN: 9330-01-249-8427 4 boxes 446.00 55 N Reefer Unit R28F50-2M-ADS-MLR 1
26,323.00
55 N Adjustable legs HLEG63SET 1 355.76 56 Y Cable, LSSSGU-300 NSN: 6145-01-203-6576 1,200
ft. $10,000.00 57 N Air Handler Unit, 2-Ton Model#: LSAH8V3.5-1-6
NSN: 4130-01-485-3329 2 5000.00
N Air Handler Unit, 3-Ton Model#: LSAH13H7.0-1-
NSN: 4130-01-485-3205 1 5000.00
N Air Handler Unit, 4-Ton
Model#: LSAH16V10-1-
NSN: 4130-01-485-3538 1 5000.00
57 N Air Handler Unit, 2-Ton Model#: LSAH8H3.5-1-6
NSN: 4130-01-485-3176 1 5000.00
59 Y Sewage Pump NSN: 4320-01-219-1442 1 ea. 13,601.00 59 N Eductor NSN: 4320-01-262-3288 1 ea 5640.12 59 N Flex Coupling NSN: 4730-01-415-1061 1 ea 930.10
*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 xvii (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)
30 Overhaul Stabilizing Fins (D)
32 Remove, Inspect and Reinstall Rudder Assemblies (D)
40 Perform Ultrasonic Thickness Measurements (O)
53 Preserve Bilge Surfaces in Aft Machinery Space (D)
54 Preserve Bilge in Aft Steering (D)
58 Clean, Inspect and Preserve Engineroom Bilge Surfaces (D)
Page xviii (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 xix (REV 0)
PC_110C_WPB
(21 Mar 2005)
Principal Characteristics
110’ WPB (“A”-CLASS) PATROL BOAT
PHYSICAL CHARACTERISTICS
Length Overall 110' 0" or 113' if stern flap present Length between Perpendiculars 104' 1/2"
Depth 10' 1/2" Beam, Molded 21' 1" Depth, Molded 10' 11-1/4" Full Load Draft 6' 5-3/4" Height of Highest Projection 55'
Full Load Displacement 165.1 long tons
Anchor 210 lb Sea Anchor with 400 ft of 0.5" BBB Chain
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 Various Bulkheads Seven watertight transverse Fin Stabilizers Frame 22-1/2
Page xx (REV 0)
110’ WPB (“A”-CLASS) PATROL BOAT
MACHINERY CHARACTERISTICS
Main Propulsion Two Paxman Type 16 RP200M (Valenta) V-16 Diesel; 2880 BHP each @ 1500 RPM (max)
Reduction Gears Two ZF Model BW 1500 reversible reduction gearboxes; 1.839:1 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 Johnson Duramax split face seal Shaft Bearings Rubber Cutless or Thordon Rudders Twin underslung type, 5 sq ft each
Ship's Service Generators
Two Northern Lights M1066A1, 6 cylinder Deere 6068 HF275 diesel engine, 130 KW, 60 HZ, 3 phase, 3 wire @ 1800 RPM
TANK CAPACITIES
Fuel Oil (95%) 11,250 gal Fresh Water (100%) 1,760 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) 110A (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: 1 male, 1 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 contractor shall not use the vessel's shore-tie cable when making electrical shore-tie connections.
4. NOTES
4.1 Paragraph number relationships. The paragraph number for
each paragraph listed in 3.1 (General) relates directly to the identical sub-paragraph number in Std Spec 8635_STD.
Page 16 (REV 0)
12312_DLA_FLT (10 Sept 2008) 110A WPB (27 Oct 2008)
WORK ITEM 3: Clean and Inspect Fuel Service Tanks (D)
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):
TYPE OF TANK LOCATION CAPACITY
(gallons)
Fuel 3-17-1-F 2,560 Fuel 3-17-2-F 2,560
1.2 Government-furnished property.
None.
2. APPLICABLE DOCUMENTS
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets
3. REQUIREMENTS
3.1 General.
3.1.1 Operational test - initial. Prior to commencement of
work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs to demonstrate existing operational condition. Submit a CFR.
3.2 Cleaning requirements. The Contractor shall remove tank
cover(s) and clean tank interior surfaces free of all foreign materials, such as sediment or sludge, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. 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 sediment and cleaning fluids in compliance with
Page 17 (REV 0) 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.
• Tank level indicator (TLI) and TLI tubing for signs of rust, cracking and pressure seal.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
3.5 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, and install new 316 stainless steel fasteners SS-316. The existing mounting studs may be reused.
3.6 Operational test - final. After all authorized work is
complete, in the presence of the Coast Guard Inspector, the Contractor shall thoroughly test and prove the 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
Page 18 (REV 0) tests.
Page 19 (REV 0)
12311_DLA_FLT (10 Sept 2008) 110A WPB (27 Oct 2008)
WORK ITEM 4: Clean and Inspect Fuel Stowage and Overflow Tanks (D)
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):
TYPE OF TANK LOCATION CAPACITY
(gallons) Fuel 3-11-1-F 1,023 Fuel 3-11-2-F 1,023 Fuel 3-18-0-F 1,438 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…
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