JOSHUA_APPLEBY_DS_SPECS_Rev1_08Aug18.pdf
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- USCG JOSHUA APPLEBY DOCKSIDE REPAIR FY19
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JOSHUA APPLEBY - Dock-Side Specifications - Revision 1, dated 08Aug18
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| Attachment_5_-_USCG_Ombudsman_Notice.pdf | ||
| Attachment_2_-_JOSHUA_APPLEBY_DS_Rev0_SPECS.pdf | ||
| Attachment_4_-_Request_for_Clarification_Form.docx | DOCX document | |
| Attachment_1_-_JOSHUA_APPLEBY_DS_Price_Sheet.xlsx | XLSX spreadsheet | |
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USCGC JOSHUA APPLEBY (WLM 556)
SPECIFICATION FOR DOCKSIDE REPAIRS
FY2019
Developed By: Tyler J Richardson
(Rev-1, 08 August 2018)
USCGC JOSHUA APPLEBY (WLM-175) DOCKSIDE AVAILABILITY FY2019
ii (Rev-1)
TABLE OF CONTENTS
Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics - TENDER .......................................................................................................... xii General Requirements WORK ITEM 1: Hull and Structural Plating (General) - 7.65- Pound Steel Plate, Renew WORK ITEM 2: Tanks (Hydraulic Oil Stowage And Service), Clean And Inspect WORK ITEM 3: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 4: Compartment Insulation (Non-Machinery Spaces), Renew WORK ITEM 5: Vent Ducts (Engine And Motor Room All), Commercial Cleaning WORK ITEM 6: Vent Ducts (Galley and Pantry Room All), Commercial Cleaning WORK ITEM 7: Vent Ducts (Laundry Exhaust), Commercial Cleaning WORK ITEM 8: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test WORK ITEM 9: Hydraulic Chain Stoppers, Inspect And Service WORK ITEM 10: Hydraulic Crossdeck Winches, Inspect And Service WORK ITEM 11: Hydraulic Inhaul Winch, Inspect And Service WORK ITEM 12: Anchor Windlass, Inspect And Service WORK ITEM 13: Single Point Davit, Disassemble and Inspect WORK ITEM 14: Buoy Crane, Inspect And Service WORK ITEM 15: Deck Drains, Renew (Various Compartments) WORK ITEM 16: Potable Water Hot Water Tank, Renew WORK ITEM 17: Cargo Hold Hawse Pipe, Renew WORK ITEM 18: Heat Pump #3 and #4, Renew WORK ITEM 19: Z-Drive Piping, Renewal WORK ITEM 20: 01 Level Deck, Repair WORK ITEM 21: Compartment Insulation (Machinery Spaces), Renew WORK ITEM 22: Piping Insulation (Seawater System Piping), Renew WORK ITEM 23: Vent Spaces, Deck, Preserve WORK ITEM 24: Deck Covering, Renew (Various “Wet” Decks) WORK ITEM 25: Pump Room, Deck, Preserve WORK ITEM 26: Deck Covering, Electrical Matting, Renew WORK ITEM 27: Scullery, Deck, Preserve WORK ITEM 28: Cargo Hold Deck, Preserve 100% WORK ITEM 29: Power Circuit Breakers, Inspect, Maintain & Test WORK ITEM 30: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 31: Tanks (Grey Water Holding), Preserve “Partial” iii (Rev-1)
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
8/8/18 1 10 Edited the intent (paragraph 1.1), GFP table (paragraph 1.2), and the task table (paragraph 3.3)
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.
iv (Rev-1)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.
All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.
COAST GUARD DRAWINGS
Coast Guard Drawing 175 WLM 130-001, Rev -, Mods to Buoy Deck Incidental to Hawser Pipe Cover Coast Guard Drawing 175 WLM 201-001, Rev C, Machinery Spaces Arrangement Coast Guard Drawing 175 WLM 243-002, Rev F, Propulsion Shaft Arrangement Coast Guard Drawing 175 WLM 256-001, Rev J, Seawater Cooling System Diagram Coast Guard Drawing 175 WLM 256-003, Rev D, Seawater Cooling System FR 61 Forward Coast Guard Drawing 175 WLM 256-004, Rev J, Seawater Cooling System Arrangements and Details Coast Guard Drawing 175 WLM 256-005, Rev -, Z-Drive Lube Oil Heat Exchanger Tube Bundle, Replacement and Piping Mods Coast Guard Drawing 175 WLM 256-012, Rev B, Auxiliary Seawater System Piping Mods Coast Guard Drawing 175 WLM 512-001, Rev E, HVAC Diagram Coast Guard Drawing 175 WLM 533-001, Rev G, Potable Water System Diagram Coast Guard Drawing 175 WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175 WLM 573-001, Rev T, Buoy Deck Arrangement Coast Guard Drawing 175 WLM 573-050, Rev A, Hydraulic Piping Installation for Chain Stopper Coast Guard Drawing 175 WLM 573-051, Rev B, Chain Stopper Structural Modifications for Hydraulic
Roller Assembly Coast Guard Drawing 175 WLM 573-8, Rev -, ATON Tie Downs Coast Guard Drawing 175 WLM 581-001, Rev F, Anchor Handling System Coast Guard Drawing 175 WLM 593-009, Rev E, Independent Tanks, Sewage Holding Tank Coast Guard Drawing 175 WLM 601-001, Rev R; General Arrangement Inboard and Outboard Profiles Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet Of General Plans Coast Guard Drawing 175 WLM 631-002, Rev E, Painting Schedule WLM 552 and Follow Coast Guard Drawing 175 WLM 801-015, Rev C, Scantlings, Decks & Platforms Coast Guard Drawing 175 WLM 801-19, Rev C; Shell Expansion Coast Guard Drawing 175 WLM 920-001, Rev K, Hull Block 920 Panels Coast Guard Drawing 175-WLM 505-1, Rev C, General Requirements for Piping Systems Coast Guard Drawing 175-WLM 561-1, Rev J, Z-Drive Hydraulic System Diagram Coast Guard Drawing 175-WLM 601-001, Rev N, General Arrangement, Inbd and Outbd Profiles Coast Guard Drawing 175-WLM 635-001, Rev F, Hull Thermal & Acoustic Insulation Schedule v (Rev-1)
Coast Guard Drawing 175-WLM 920-001, Rev K, Hull Block 920 Panels Coast Guard Drawing 175-WLM 256-001, Rev J, Seawater Cooling System Diagram Coast Guard Drawing 175-WLM 320-1, Rev AL, Electrical One-Line Diagram Coast Guard Drawing 175-WLM 501-001, Rev C, Emergency Generator Room Arrangement Coast Guard Drawing 175-WLM 512-1, Rev E, HVAC Diagram Coast Guard Drawing 175-WLM 528-001, Rev E, Plumbing & Interior Deck Drains Diagram Coast Guard Drawing 175-WLM 528-006, Rev G, Plumbing & Deck Drains A&D – Hull Block 910, 930, 940, & 950 Coast Guard Drawing 175-WLM 528-007, Rev E, Plumbing & Deck Drains A&D – Hull Block 960 Coast Guard Drawing 175-WLM 528-008, Rev E, Plumbing & Deck Drains A&D – Hull Block 970 Coast Guard Drawing 175-WLM 528-009, Rev H, Weather Deck Drains A&D – Hull Block 910, 920, 930, 940, 960, & 970 Coast Guard Drawing 175-WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175-WLM 573-001, Rev R, Buoy Deck Arrangement Coast Guard Drawing 175-WLM 601-001, Rev T, General Arrangement Inboard and Outboard Profiles Coast Guard Drawing 175-WLM 601-003, Rev N, Booklet of General Plans Coast Guard Drawing 175-WLM 634-001, Rev G, Deck Covering Schedule Coast Guard Drawing 175-WLM 635-001, Rev F, Hull Thermal & Acoustic Insulation Schedule Coast Guard Drawing 175-WLM 651-001, Rev F, Galley & Scullery Arrgt & Details Coast Guard Drawing 175-WLM 801-15, Rev C, Scantlings, Decks & Platforms Coast Guard Drawing 175-WLM_516-1, Rev F, HVAC REFRIGERATION SYSTEM PIPING
DIAGRAM
Coast Guard Drawing 175-WLM_516-3, Rev D, HVAC REFRIGERATION SYSTEM PIPING A & D Coast Guard Drawing 175-WLM_516-4, Rev -, HVAC REFRIGERATION PIPING ARRANGEMENT
& DETAILS
Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1 Coast Guard Fleet Drawing FL-2605-29, Rev H, Chain Stopper System – Rising Sheave Assembly NAVSEA Drawing 803-1385866, Rev E, Penetrations Bulkhead and Deck NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation
Details
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch Coast Guard Technical Publication (TP) 3610, Section 167-A, Nov 2005, Hydraulic Cargo Hatch - Model
No. D-WK-787 Coast Guard Technical Publication (TP) 3619, SWBS 324, Sep 2012, Manufacturer’s Instruction Book Coast Guard Technical Publication (TP) 3626, 12/16/1996; Manufacturers Instruction Book-SWBS
Group(s) 516-533 Coast Guard Technical Publication (TP) 3630, SWBS 573, Section A (573A), Jun 2015, Manufacturer's
Instruction Book-SWBS Group 573, Buoy Crane Coast Guard Technical Publication (TP) 3631, Mar 2007, Manufacturer’s Instruction Book-SWBS
Group(s) 573-581, Section B, Cross Deck Winch – Appleton Marine Model BMD-463 vi (Rev-1)
Coast Guard Technical Publication (TP) 3631, Section 581-A, Sep 2013, Manufacturer's Instruction Book-SWBS Groups 573-581, Anchor Windlass
Coast Guard Technical Publication (TP) 3632, March 2014, Chapter 583, Section C, Technical Manual for Slewing Arm Davit Model D6000CT
Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation
Details Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, 2014, General
Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes.
Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard
Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, And Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014 Auxiliary
Machine Systems Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary
Machine Systems Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean
Shipboard Ventilation Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior
Deck Covering Systems Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary
Hull Accesses
OTHER REFERENCES
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American National Standards Institute/National Electrical Manufacturers Association (ANSI/NEMA) AB
4, Mar 2011, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications
American Society for Testing and Materials (ASTM), F1508, 2010, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services
ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets vii (Rev-1)
ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component Adhesives (AN)
ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery
Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe
Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-PRF-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric) MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, 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.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning Underwriters Laboratories Inc. (UL) 1066, Low-Voltage AC and DC Power Circuit Breakers Used in
Enclosures, Apr 2012 viii (Rev-1)
CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY
The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.
WORK
ITEM
MTI ITEM
DESCRIPTION
NSN/PN QTY ESTIMATED
COST
($/UNIT)
9 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1,968.67 9 N Rod Seal Repair Kit
(FL-2605-29 PC#37) NSN: 2040-01-496-9422 2 ea. 3,030.07
N
Repair Kit, Cable Chain (Includes Wear Plates) (FL-2605-29
PC#36)
NSN: 3020-01-538-0684 16 ea. 257.99
9 N Cylinder Assembly Actuating, Linear NSN: 3040-01-496-9424 2 ea. 1,969.24
10 Y Hydraulic Brake Assembly
NSN: 2530-01-550-7474 2 ea. 399.00
10 N Winch Gear Box Assembly
NSN: 3010-01-F16-4570
PN: SK9052AZ-SAEB-31.4-
H1 (Nord Gear Corp) or YMD-7914 (Appleton Marine
Inc)
2 ea. 1,000.00
10 Y Hydraulic Motor NSN: 4320-01-470-8467 2 ea. 900.00 10 N Wire Rope NSN: 4010-01-620-9604 2 ea. 577.95 10 N Counter Balance Valve NSN: 4820-01-324-4269 4 ea. 107.50 10 N Shuttle Valve NSN: 4820-01-317-2748 4 ea. 34.78 10 N Needle Valve NSN: 4820-01-329-0051 2 ea. 38.00 10 Y **Directional Control
Valve NSN: 4810-01-543-3252 2 ea. 3,465.17
10 N Electrical Connector, Hirshmann
NSN: 5935-01-640-6747 4 ea. 32.00
11 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00 11 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 11 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1,139.00
11 N Level wind thrust bearing
NSN: 3120-01-621-2300 2 ea. 483.30
11 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 11 N Rexroth Sandwich
Flow Control NSN: 4810-01-505-9289 1 ea. 250.00
11 N Sun Sandwich Relief Valves
NSN: 4820-01-439-2451 2 ea. 900.00
11 Y Level Wind Hydraulic Cylinder
NSN: 3040-01-441-3721 1 ea. 7,423.00
11 N 3:1 Pilot Ratio, Vented Counterbalance Valve
Assembly
NSN: 4820-01-563-5841 1 ea 98.70
11 N Fully Adjustable NSN: 4820-01-416-0579 1 ea 48.75 ix (Rev-1)
Needle Valve 11 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 11 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23,998 11 N **Pump, Hydraulic
Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77
11 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00 11 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00 12 N Anchor Windlass
Overhaul kit NSN: 5430-01-546-4684 1 ea. 12,474.00
12 N Ball Valve NSN: 4820-01-013-3430 1 ea. 87.36
N Valve, Counterbalance
NSN: 4820-01-F16-4571
PN: CBEH-LKN-BCL
Sun Hydraulics Corp
1 ea. 354.00
12 N ** Motor, Hydraulic NSN: 4320-01-419-3520 1 ea. 1,811.00 12 N ** Valve, Linear, Directional Control NSN: 4810-01-511-3173 1 ea. 983.14
12 N Hydraulic Brake NSN: 2530-01-F14-4033 P/N: 90B3C4G087 1 ea 2000.00
N
***Nabrico 16” Thru Dk Single Roller
Button Chock PN 6998 2 ea. 585.00
13 N Swing Brake Seal Kit NSN: 2030-01-351-2820 2 ea 138.80 13 N Swing Brake Disc &
Bearing Kit NSN: 2030-01-349-9486 2 ea 937.70
13 N Wire Rope Assembly, Single Leg
NSN: 4010-01-602-8365 1 ea. 234.00
13 Y **Winch Assembly NSN: 2030-01-505-1581 1 ea. 17,454.50 14 N Wire Rope, Crane Aux
Fall NSN: 3950-01-617-1692 1 ea 629.00
14 N Wire Rope, Crane Main Fall
NSN: 3950-01-617-1700 1 ea 1,425.00
14 N Luff Cylinder Seal kit NSN: 5330-01-433-6307 1 ea 380.00 14 N Holding Valve NSN: 4810-01-353-0586 2 ea 84.88 14 N Shuttle Valve NSN: 4820-01-317-2748 2 ea 18.97 14 N Needle Valve NSN: 4820-01-329-0051 1 ea 36.17 14 Y Luff Cylinder Control
Valve NSN: 4820-01-602-7668 1 ea 5,259.00
14 N Bushing, Heel NSN: 5365-01-F12-2920 4 ea 81.00 14 N Snap ring NSN: 5325-00-005-5768 4 ea 274.99 14 N Hydraulic swivel seal kit NSN: 4730-01-566-2864 1 ea 1,125.00
14 N **Pin, Heel NSN: 5315-01-500-6931 2 ea 1006.60 14 N **Hand pump w/
Stainless Steel Option, P18
NSN: 4320-01-517-1444 1 ea 473.00
14 N **Plate, Backing, Brake (Item 231)
NSN: 3040-00-119-9848 1 ea 1,575.00
14 N **Plate, Brake (Item 232)
NSN: 3040-01-068-7647 1 ea. 377.00
14 N **Driver Plate (Item 233)
NSN: 3040-01-F14-3994 1 ea. 197.00
14 N **Plate, Backing, Brake (Item 234)
NSN: 3040-00-119-9848 1 ea 1,575.00 x (Rev-1)
14 N **Packing Assortment, Preformed
NSN: 5330-01-191-2622 1 ea. 10.94
14 N **GH30 seal kit NSN: 2590-01-398-5741 1 ea. 165.23 14 N **Disc-Friction, Brake NSN: 3040-01-051-3606 1 ea. 24.42 14 N **Spring, Helical, Comp NSN: 5360-01-268-0044 12 ea 13.13
14 N **PD12C Seal kit NSN: 2590-01-398-5741 1 ea 60.73 14 N **Disc, Steel NSN: 2530-01-066-9585 1 ea 14 Y **Master brake rebuild kit
NSN: 5330-01-F16-4572
PN: 98-015-3001 (Eskridge Inc)
3 ea 1,758.00
14 Y **Hydraulic Control Valve Assembly
(winch)
NSN: 4810-01-566-2663 1 ea. 9,222.00
14 N **Hydraulic Control Valve Assembly
(Swing/Luff)
NSN: 4820-01-602-7668 1 ea. 5.259.00
14 Y **Aux Hoist Hook (Overhaul Ball)
NSN: 4030-01-572-3945 1 ea 629.31
14 N Block, Tackle NSN: 3940-01-566-2929 1 ea 1,425.45 14 N **Relief Valve
Cartridge
NSN: 4820-01-481-7116
PN: RPIC-LAN (Sun Hydraulics Inc)
1 ea 425.00
14 N **Control Stand Selector Valve
Assembly
NSN: 4730-01-507-3516 1 ea 1,145.21
14 N **Bushing, Luff Cylinder
NSN: 3120-01-363-7629 4 ea 105.91
14 N **Pin, Luff Cylinder NSN: 5315-01-F12-2922
PN: MMD-2232
2 ea 1,576.00
16 N Hubbell 90 Gallon Marine Electric
Water Heater; Model
# MSH90-0-24CNT4
4520-01-658-3339 1 ea. 34969.00
18 Y Heat Pump #3 Heat Pump #4
Model HP 3 and 4
2 ea.
$ 20,000.00
*Government-loaned property, which shall be returned to the vessel upon completion of the availability.
**New or refurbished equipment that the Government may provide for installation in place of existing equipment.
***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xi (Rev-1)
CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS
The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)):
Work Item Title
3 Hydraulically Operated Cargo Hatch, Inspect and Service
9 Hydraulic Chain Stoppers, Inspect And Service
10 Hydraulic Crossdeck Winches, Inspect And Service
11 Hydraulic Inhaul Winch, Inspect And Service
12 Anchor Windlass, Inspect And Service
13 Single Point Davit, Disassemble Service and Inspect
14 Buoy Crane, Inspect And Service
23 Vent Spaces, Deck, Preserve
25 Pump Room, Deck, Preserve
27 Scullery, Deck, Preserve
29 Power Circuit Breakers, Inspect, Maintain & Test xii (Rev-1)
PRINCIPAL CHARACTERISTICS - TENDER
175' WLM, BUOY TENDER
PHYSICAL
Length overall 174' 8" Length between perpendiculars 155' 1" Depth 14' 8" Maximum beam 36' 0" Designed draft 8' 0" Mast height (above 8' waterline) 58' 8" Frame spacing 20" Full load displacement 855.15 Long Tons SW Light load displacement 719.78 Long Tons SW Minimum op condition displ 852.19 Long Tons SW
HULL
Hull material Steel
MACHINERY
Main propulsion Two Caterpillar 3508 DITA V-8 diesel; 999 BHP ea @ 1500 RPM
Two Ulstein 360 degree steerable Z-Drives, 403 SRPM @ 1600 ERPM Reduction gears Two Z-Drive units, Cardan shafting; 3.973:1 gear ratio Shaft seal John Crane Type ND Shaft bearings Five pedestal mounted, Cooper split roller bearings Number of propellers 2 Number of blades 4 Diameter 57.1" Rudders None; Z-drive Ship's service generators Three Caterpillar Model 3406 DITA Turbocharged; 285KW, 450V, 60 Hz, 1800
RPM
Emergency diesel generator One Caterpillar Model 3406 DIT 210 KW, 24V, 60 Hz, 1800 RPM
TANK CAPACITIES
Diesel oil capacity (100%) 16,385 gal Fresh water capacity (100%) 7,339 gal Lubricating oil (100%) 86 gal
1 (Rev-1)
00000_0917_FLT
REC_00000_FLT_Commercial Project @ CG Facility (1212)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General
Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and
Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None
3. REQUIREMENTS
3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.
NOTE
The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
2 (Rev-1)
3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:
• Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.
• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.
3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).
NOTE
Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.
3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is Small Quantity Generator (SQG).
3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:
• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.
• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.
• Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.
3 (Rev-1)
3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.
3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;
ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).
3.5.6 Additional Requirements. The Contractor shall be aware of the following:
3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.
3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.
3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.
3.6 Local Policy. None.
3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:
4 (Rev-1)
3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.
3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".
3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating”
3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED- STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.
3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:
SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".
3.7.1.5 SFLC Std Spec 6310, page Appendix C-8, Under "Epoxy/Primer/Mid-Coat", add line Column 2:
International Intergard 264. Column 3: Various. Under "Polysiloxane", add line Column 2: International Interfine
979. Column 3: Various.
3.7.2 SFLC Standard Specification 0000 General Requirements.
3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”
3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph
3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-1)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfgr.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME
6 (Rev-1)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
7 (Rev-1)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
8 (Rev-1)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/NACE No. 2
SSPC-SP WJ-1/NACE WJ-1
SSPC-SP WJ-2/NACE WJ-2
SSPC-SP WJ-3/NACE WJ-3
SSPC-SP WJ-4/NACE WJ-4
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Reading (mils)
Mean Reading (mils) IAW ASTM DD4417).
9 (Rev-1)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-1)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
COATING MFG PRODUCT NAME BATCH
INDUCTION
TIME
COATING SYSTEM SEQUENCE
(PRIMER/TOUCHUP/3RD COAT, ETC.)
Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.
SPOT 1 2 3 4 5 AVERAGE
VALUE
*BASE METAL READING
(BMR) Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.
LOCATION (FRAME REFERENCE):
SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS
1 AVG. BMR DEVIATION
3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS
AVG.
1 AVG. BMR DEVIATION
1 AVG. BMR DEVIATION
APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,
ROLLED)
AVERAGE DFT
11 (Rev-1)
11100_0617_FLT
REC_11100_Steel_FLT_175 WLM (ALL) (0112)
WORK ITEM 1: Hull and Structural Plating (General) - 7.65- Pound Steel Plate, Renew
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to renew 7.65-pound steel plating.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 175 WLM 801-19, Rev C; Shell Expansion
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
OTHER REFERENCES
None.
3. REQUIREMENTS
3.1 General.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
12 (Rev-1)
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).
NOTE
This item does not address interferences in way of repair work. Cost of interference removal and reinstallation must be negotiated via the Change Request process.
3.2 Renewal. The Contractor shall renew up to 4 square feet of the steel plating specified in Section 1.1 (Intent) herein, as designated by the Coast Guard Inspector. Use Coast Guard Drawing 175 WLM 801-19 as guidance.
3.3 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph
3.1.13 (Touch-ups and minor coating repairs.)
4. NOTES
This section is not applicable to this work item.
13 (Rev-1)
12310_0316_FLT
REC_12310_175’ WLM (ALL) (0310)
WORK ITEM 2: Tanks (Hydraulic Oil Stowage And Service), Clean And Inspect
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):
TABLE 1 - TANKS
TYPE OF
TANK
LOCATION CAPACITY - 95%
(GALLONS)
LOW SUCTION
(GALLONS)
Z-drive Engine Room, 2-HS-F-8 87 5
Z-drive Engine Room, 1-HS-F-8 87 5
Small Boat Propulsion Room, HS-F-75 95 3
Crane Hydraulic Equip Rm, HS- F-1
475 15
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet Of General Plans
COAST GUARD PUBLICATIONS
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems
14 (Rev-1)
OTHER REFERENCES
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)
C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
3. REQUIREMENTS
3.1 General. The Contractor shall accomplish the following for all designated tanks in paragraph
1.1 (Intent). Use Coast Guard Drawing 175 WLM 601-003 for guidance.
3.1.1 CIR.
None.
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard Personnel perform an initial operational test of the TLI’s for tanks listed in paragraph 1.1 (Intent), to demonstrate existing operational condition. Submit a CFR.
3.3 Tank contents. The Contractor shall remove, dispose, provide, and renew all hydraulic oil.
NOTE
Vessel may come in with less tank fluid contents than specified above.
3.4 Plug log. The Contractor shall keep a written record of all plugs put in any tanks vents. A separate list shall be kept for each tank being entered.
3.4.1 Ensure that all plugs are removed from each tank upon completion of work in the tank.
3.4.2 Ensure the plug log is available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.
15 (Rev-1)
3.5 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.
3.6 Tank content and waste disposal. The Contractor shall dispose of residual 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 COR upon completion of work.
3.7 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.
• Float switch condition.
• Sounding tube and striker plate condition.
• Suction and discharge piping condition.
• Fastener material and condition (correct fastener material is stainless steel).
3.8 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 COR 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 renew any damaged or missing fasteners. For purpose of bid, assume 100% of existing fasteners will require renewal.
NOTE
Coast Guard personnel will operate all shipboard machinery and equipment.
3.9 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all designated tank float switches to be in satisfactory operating condition. Submit a CFR.
4.1 The Coast Guard Inspector will visually inspect the tank interior immediately prior to closing.
16 (Rev-1)
16700_MWC_0815_IBCT
REC_16700_CrgHtchInspctSrvc_IBCT_175 WLM (ALL)(0815)
WORK ITEM 3: Hydraulically Operated Cargo Hatch, Inspect and Service
1. SCOPE
1.1 Intent. This work item describes the requirements for the Contractor to perform inspections and service for the hydraulically-operated cargo hatch.
1.2 Government-furnished property.
None.
2. REFERENCES
COAST GUARD DRAWINGS
Coast Guard Drawing 175 WLM 130-001, Rev -, Mods to Buoy Deck Incidental to
Hawser Pipe Cover Coast Guard Drawing 175 WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175 WLM 601-001, Rev R; General Arrangement Inboard and
Outboard Profiles Coast Guard Drawing 175 WLM 920-001, Rev K, Hull Block 920 Panels
COAST GUARD PUBLICATIONS
Coast Guard Technical Publication (TP) 3610, Section 167-A, Nov 2005, Hydraulic
Cargo Hatch - Model No. D-WK-787 Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures
None
17 (Rev-1)
3. REQUIREMENTS
3.1 General.
3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):
• 3.2 (Tasks to be accomplished) – Task #1.
3.1.2 Tech Rep.
Not applicable.
3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.
3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:
• Electrical and hydraulic switches.
• Dogs.
• Toggles.
• Hydraulic cylinders.
• Hydraulic lines.
• Electrical cables.
• Hoses.
• Overhead insulation.
3.2 Tasks to be accomplished. The Contractor shall perform the following tasks:
# TASK
TYPE
QTY COMPONENT
OR
ASSEMBLY
APPENDIX
AND PARA.
FROM
5000_STD
OTHER
1 Operate and Inspect
1 Cargo Hatch 3.2.1 (Operate and inspect)
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