DECISIVE

882 KB Posted Apr 9, 2012

Attached to: Dockside Repairs to CGC Decisive (WMEC-629)
Solicitation number: HSCG80-12-R-P30K31
Issued by: Department of Homeland Security US Coast Guard

About this file

From the source

Specification Rev 2 dated 09 April 2012

Text of this file

USCGC DECISIVE (WMEC 629)

210 FOOT "B CLASS" MEDIUM ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

Developed By: Peter D Pilla

(Rev 2, 09 April 2012) ii (Rev 2)

TABLE OF CONTENTS

Revisions Record ....................................................................................................................................... iii Consolidated List of References ................................................................................................................ iv Consolidated List of Government-furnished Property ................................................................................ x Consolidated List of Critical Inspection Items .......................................................................................... xi Principal Characteristics ........................................................................................................................... xii General Requirements WORK ITEM 1: Main Diesel Engine (MDE) Exhaust Stack Uptakes, Clean WORK ITEM 2: Ship Service Diesel Generator (SSDG) Exhaust Piping, Commercial Clean WORK ITEM 3: Boiler Exhaust Stack Uptakes, Commercial Clean WORK ITEM 4: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 5: Compressed Air Receivers (All), Clean, Inspect, and Hydro WORK ITEM 6: Steering Gear (General), Overhaul WORK ITEM 7: Single Point Davit, Inspect and Test WORK ITEM 8: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 9: Sewage Holding Tanks, Clean and Inspect WORK ITEM 10: Sewage Piping, Clean and Flush WORK ITEM 11: Padeyes, Inspect and Test WORK ITEM 12: Electrical Wiring (Air Conditioning), Upgrade WORK ITEM 13: Deleted WORK ITEM 14: Control Air Dryer, Upgrade WORK ITEM 15: Anchor Windlass, Overhaul WORK ITEM 16: Joiner Door (Messdeck), Renew WORK ITEM 17: Sickbay Examination Table, Renew WORK ITEM 18: Cold Food Service Counter, Renew WORK ITEM 19: Box Beam, Repair WORK ITEM 20: Pipe Hangers, Renew WORK ITEM 21: Navigational Light Foundations, Renew WORK ITEM 22: Structural Repairs, Various WORK ITEM 23: Vent Fans and Motors, Overhaul WORK ITEM 24: Steam Piping and Valves, Renew WORK ITEM 25: Deck Covering (Electrical Matting), Renew WORK ITEM 26: Environmental Coupler Enclosures, Renew WORK ITEM 27: SW Heat Exchangers, Clean, Inspect and Hydro WORK ITEM 28: Chill Water System, General Maintenance WORK ITEM 29: Steam Valves, Renew WORK ITEM 30: Rails and Stanchions, Inspect and Renew WORK ITEM 31 : Vent Ducts (Engine room and Aft Steering Room), Commerical Clean…………..103 WORK ITEM 33:Boilers, Renew………………………………………………...…………………….106

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

04/05/12 1 13 Deleted from availability 04/09/12 2 14 Added GFE to work Item: Hankison Refrigerated Control Air

Dryer

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.

iii (Rev 2)

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 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 – as follows:

• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

• American Welding Society (AWS): http://www.awspubs.com/index.php

• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

• NFPA: http://www.nfpa.org

• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

A-Team Action Item: Please provide list of applicable drawings.

Coast Guard Bill of Materials 627 WMEC 317, Rev B, Joiner Door Schedule Coast Guard Drawing 618 WMEC 85-181, Rev D, Booklet Of General Plans (ACTIVE 618) Coast Guard Drawing 618 WMEC 131-001, Rev M, Second & Main Deck Plating & Supports Coast Guard Drawing 618 WMEC 182-001, Rev E, Main Engine Foundation (ACTIVE) Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room Coast Guard Drawing 618 WMEC 201-001, Rev E, Arrangement of Machinery Plans (ACTIVE 618) Coast Guard Drawing 618 WMEC 535-001, Rev J, Diagram Steam, Feed and Condensate System

Piping Coast Guard Drawing 618WMEC 535-002, Rev J, Arr. Steam, Feed & Condensate System Piping Coast Guard Drawing 618 WMEC 535-004, Rev-, Split Pipe Drain Duct for Boiler Overboard

Discharge Coast Guard Drawing 627 WMEC 535-001, Rev F, Diagram Steam, Feed and Condensate System Piping Coast Guard Drawing 627 WMEC 535-002, Rev G, Arrangement Steam, Feed and Condensate System

Piping Coast Guard Drawing 627 WMEC 535-003, Rev-, Steam Piping Mods INCD to Bos’n Stores and

Workshop Vent Mods Coast Guard Drawing 627 WMEC 13 6 -001, Rev G , 01, 02 and Bridge Deck Plating and Supports Coast Guard Drawing 627 WMEC 152-001, Rev G , Superstructure - Aircastle, 01 and 02 Deckhouse and

Stack Coast Guard Drawing 627 WMEC 601 -0 02 , Rev B , Inboard Profile Coast Guard Drawing 627 WMEC 601-004, Rev D , General Arrangement Main and 01 Deck iv (Rev 2) http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace

Coast Guard Drawing 6 27 WMEC 612-001, Rev E , Rails, Stanchions and Lifelines Coast Guard Drawing 618 WMEC 252-001, Rev M, Control Air Arrangement (“A” Class) Coast Guard Drawing 618 WMEC 252-004, Rev H, Propulsion Control & Monitoring Block & Schematic

Wiring Diagram Coast Guard Drawing 618 WMEC 252-051, Rev-, Mathers Control Air Diagram & Components (“A” Class) Coast Guard Drawing 618 WMEC 320-001, Rev T, Major Maintenance Availability 440 & 115 Power One

Line Wiring Diagram & Details Coast Guard Drawing 618 WMEC 320-057, Rev B, Carrier A/C Plant Controller Upgrade (A & B Class applicable) Coast Guard Drawing 627 WMEC 111-001, Rev A, Shell Expansion Framing and CVK Coast Guard Drawing 627 WMEC 111-004, Rev-, Transom Bulwark Details Coast Guard Drawing 627 WMEC 111-001, Rev A, Shell Expansion Framing & C.V.K Coast Guard Drawing 627 WMEC 117-002, Rev D, Aft Peak Framing, Frame 188-Stern Coast Guard Drawing 627 WMEC 117-003, Rev A, Midship and Type Sections Coast Guard Drawing 627 WMEC 131-001, Rev D, 2nd and Main Deck Plating and Supports Coast Guard Drawing 627 WMEC 133-001, Rev B, Third Deck Plating and Supports Coast Guard Drawing 627 WMEC 136-001, Rev G, 01 Deck, 02 Deck and Bridge Deck Plating and Supports Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 & Bridge Deck Plating & Supports Coast Guard Drawing 627 WMEC 136-001, Rev G, 01, 02 and Bridge Deck Plating and Supports Coast Guard Drawing 627 WMEC 152-001, Rev G, Superstructure – Aircastle, 01 and 02 Deckhouse and

Stack Coast Guard Drawing 627 WMEC 167-001, Rev K, Schedule of Steel Doors, Hatches, Scuttles and

Manholes Coast Guard Drawing 627 WMEC 182-002, Rev F, Major Main. Avail. Foundation in Engine Room Coast Guard Drawing 627 WMEC 184-005, Rev P, Major Maintenance Availability Antenna Foundations and Details Coast Guard Drawing 627 WMEC 187-003, Rev-, 3 inch .50 CAL Gun Foundation Coast Guard Drawing 627 WMEC 201-004, Rev-, Machinery Arrangements Coast Guard Drawing 627 WMEC 252-001, Rev F, Control Air Piping Arrangement Coast Guard Drawing 627 WMEC 252-001, Rev F, Control Air Piping Arrangement (“B” Class) Coast Guard Drawing 627 WMEC 252-004, Rev B, Propulsion Control & Monitoring Block & Schematic

Wiring Diagram Coast Guard Drawing 627 WMEC 252-051, Rev-, Air Treatment System for USCG 210’ Class Cutter (“B”

Class) Coast Guard Drawing 627 WMEC 256-001, Rev E, Diagram and Arrgt. Salt Water Cooling for Evaporator Coast Guard Drawing 627 WMEC 259-001, Rev D, Arrangement Exhaust Piping Coast Guard Drawing 627 WMEC 262-001, Rev E, Arrangement of Lube Oil System Coast Guard Drawing 627 WMEC 262-052, Rev-, Heat Exchanger – Lube Oil Cooler Coast Guard Drawing 627 WMEC 311-001, Rev J, Ship Service and Emergency Generator Arrangement, Details, Schematic and Block Wiring Diagram Coast Guard Drawing 627 WMEC 320-001, Rev AH, 440 & 115 Volt Power One Line Block Wiring

Diagram & Miscellaneous Details Coast Guard Drawing 627 WMEC 320-001, Rev AP, 440 and 115 Volt Power One Line, Block Wiring

Diagram and Miscellaneous Details Coast Guard Drawing 627 WMEC 320-005, Rev B, Power System Mods Incidental to DC Shop and Steering

Gear Rm Coast Guard Drawing 627 WMEC 331-001, Rev D, Lighting System, Deck Plan, 02 Deck & Above Coast Guard Drawing 627 WMEC 422-001, Rev A, Navigation Lights Arrangement Coast Guard Drawing 627 WMEC 512-019, Rev A, Ventilation Mods Incidental to DC Shop and Steering

Gear Room Coast Guard Drawing 627 WMEC 512-024, Rev -, Ventilation Diagram Third Deck v (Rev 2)

Coast Guard Drawing 627 WMEC 512-029, Rev -, Arrangement Vent and AC 2nd Deck Coast Guard Drawing 627 WMEC 512-03 1 , Rev -, Ventilation Diagram 2nd Deck Coast Guard Drawing 627 WMEC 512-030, Rev -, Arrangement Vent and AC 3rd Deck Coast Guard Drawing 627 WMEC 512-513_1, Rev C, Ventilation Arrangement Machinery Spaces Coast Guard Drawing 627 WMEC 514-001, Rev D, Diagram, Heating and Chilled Water System Coast Guard Drawing 627 WMEC 514-001, Rev D, Diagram: Heating and Chilled Water System Coast Guard Drawing 627 WMEC 514-002, Rev C, Arrangement of Chilled and Hot Water System Inside

Machinery Space Coast Guard Drawing 627 WMEC 514-002, Rev C, Arrangement of Chilled and Hot Water Systems Inside

Machinery Space Coast Guard Drawing 627 WMEC 514-003, Rev D, Arrangement of Chilled and Hot Water System Outside

Machinery Space Coast Guard Drawing 627 WMEC 514-003, Rev D, Arrangement of Chilled and Hot Water Systems Outside

Machinery Space Coast Guard Drawing 627 WMEC 514-010, Rev B, Carrier 90RMC025-D-6-D005/MS1 AC Plant

Installation Coast Guard Drawing 627 WMEC 528-001, Rev H, Arr of Plumbing Sys and Drains Coast Guard Drawing 627 WMEC 533-001, Rev G, Diag Hot & Cold Potable Water Systems Coast Guard Drawing 627 WMEC 535-001, Rev F, Diagram Steam, Feed and Condensate System Piping Coast Guard Drawing 627 WMEC 535-002, Rev G, Arrangement Steam, Feed and Condensate System

Piping Coast Guard Drawing 627 WMEC 535-005, Rev-, Arr. Steam Feed and Condensate System Coast Guard Drawing 627 WMEC 536-001, Rev C, Diagram Seawater Piping – Main Eng, Aux and

Emergency Generator and AC Condensors Coast Guard Drawing 627 WMEC 536-002, Rev G, Arr of Seawater Cooling for Main and Aux Engines and

AC Condensors Coast Guard Drawing 627 WMEC 536-003, Rev D, Diagram – Freshwater for Machinery Cooling Coast Guard Drawing 627 WMEC 536-004, Rev E, Arrangement - Freshwater for Machinery Cooling Coast Guard Drawing 627 WMEC 536-053, Rev-, Heat Exchanger Coast Guard Drawing 627 WMEC 551-002, Rev D, Arrangement of Compressed Air in Machinery Space Coast Guard Drawing 627 WMEC 581-001, Rev-, Anchor Handling Coast Guard Drawing 627 WMEC 581-003, Rev-, Capstan Windlass Assembly Coast Guard Drawing 627 WMEC 581-005, Rev-, Anchor Windlass Coast Guard Drawing 627 WMEC 582-001, Rev-, Warping Capstan General Arrangement Coast Guard Drawing 627 WMEC 582-005, Rev-, Warping Capstan Assembly Coast Guard Drawing 627 WMEC 583-010, Rev-, Capstan-Windlass Assembly Coast Guard Drawing 627 WMEC 583-040, Rev H, OTHB Davit Arrangement Coast Guard Drawing 627 WMEC 583-041, Rev F, OTHB Davit Installation Coast Guard Drawing 627 WMEC 601-001, Rev E, Outboard Profile Coast Guard Drawing 627 WMEC 601-002, Rev B, Inboard Profile Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main & 01 Decks Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main and 01 Deck Coast Guard Drawing 627 WMEC 601-004, Rev D, General Arrangement Main and 01 Decks Coast Guard Drawing 627 WMEC 601-005, Rev E, General Arrangement 02 Deck, Bridge Deck and House

Top Coast Guard Drawing 627 WMEC 611-002, Rev -, Major Maintenance Avail Padeye Arrangement and

Details Coast Guard Drawing 627 WMEC 612-001, Rev E, Rails, Stanchions and Lifelines Coast Guard Drawing 627 WMEC 621-002, Rev D, Joiner General Arrangement Main Deck Coast Guard Drawing 627 WMEC 621-003, Rev D, Joiner General Arrangement 01 Deck, 02 Deck and

Bridge Deck vi (Rev 2)

Coast Guard Drawing 627 WMEC 621-004, Rev B, Typical Joiner Details Coast Guard Drawing 627 WMEC 621-005, Rev D, Joiner Parts Details Coast Guard Drawing 627 WMEC 622-001, Rev D, Arrangement Details of Ladders, Gratings, Floor Plates in Machinery Space Coast Guard Drawing 627 WMEC 624-001, Rev F, Joiner Door Schedule Coast Guard Drawing 627 WMEC 634-001, Rev D, Deck Coverings Coast Guard Drawing 627 WMEC 651-001, Rev F, Arrangement Crews Galley, Mess and Scullery Coast Guard Drawing 627 WMEC 702-292, Rev A, .50 CAL Machine Mount Foundation Details Coast Guard Drawing 627 WMEC 85-301, Rev A, Booklet of General Plans Coast Guard Drawing 627-WMEC 561-004, Rev B, Hydraulic Steering System Piping Arrangement Coast Guard Drawing FL 3306-28, Rev-, Medical Operating Table NAVSEA Drawing 803-1385850, Rev J, Piping, Instrument Pressure For All Service NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (CG TP) 3485A, Nov 2008, Boat Davit, Single Point - Models D5000CT and D5700CT Coast Guard Technical Publication (TP) 3231B, SWBS 252, Feb 2010, Propulsion Pneumatic Control

System (210 WMEC “A” and “B” Class) Coast Guard Technical Publication (TP) 3233A, Sept 2011, Manufacturer's Instruction Book-SWBS 324 Coast Guard Technical Publication (TP) 3240A, SWBS 581, Oct 2011, Anchor Windlass Coast Guard Technical Publication (TP) 3240A, SWBS 582, Oct 2011, Warping Capstan Coast Guard Technical Publication (TP) 3965, May 2011, Air Conditioning System, R-134A - Model

90RMC025-D-6-D005/MS1

Coast Guard Technical Publication (TP) 4200, Jan 1991, SWBS 561, Manufacturer's Instruction Book, 210'

WMEC Electro-Hydraulic Steering System Surface Forces Logistics Center (SFLC) Standard Specification 0000_STD, 2009 Edition, General

Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Welding and Allied

Processes Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), Jan 2009, Overhaul AC

Electrical Motors Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), Jan 2009, Overhaul AC

Electrical Motors In-Shop Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2009, Shipboard

Electric Cable Test Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2009, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), Jan 2009, Shipboard

Electrical Cable Removal, Relocation, Splice Repair, and Installation Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), Jan 2009, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair and Installation Surface Forces Logistics Center Standard Specification 3141 (SFLC Std Spec 3141), Jan 2009, Overhaul

Electrical Rotating Machines Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), Jan 2009, Clean

Shipboard Ventilation Systems vii (Rev 2)

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install New Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses

Coast Guard Technical Publication (TP) 2188, Jun 2010, Steam Heating Boiler - Model 5848-14E

OTHER REFERENCES

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

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

ASTM International (ASTM) A36, 2008, Standard Specification for Carbon Structural Steel ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel ASTM International (ASTM) F467, May 2008, Standard Specification for Nonferrous Nuts for General Use ASTM International (ASTM) F468, May 2006, Standard Specification for Nonferrous Bolts, Hex Cap

Screws, and Studs for General Use ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery ASTM International (ASTM) F683, 2008, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Commercial Item Description (CID) A-A-59588, Jul 2005, Rubber Silicone DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-69, 2003, Pipe Hangers and Supports - Selection and Application Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-89, 2003, Pipe Hangers and Supports – Fabrication and Installation Practices MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-F-1183, May 1987; Fittings, Pipe, Cast Bronze, Silver-Brazing MIL-PRF-16173, 2006, Corrosion Prevention Compound, Solvent Cutback, Cold-Application MIL-STD-419 D, Jul 1987, Cleaning, Protecting, and Testing Piping, Tubing, and Fittings for Hydraulic

Power Transmission Equipment MIL-T-16420, Sept 1988; Tube, Copper-Nickel Alloy, Seamless and Welded (Copper Alloy Numbers 715 and 706) viii (Rev 2)

National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

NOTE TO USER: In all of this spec, modify as required for the availability. Please provide any additions to the SME for incorporation into the REC file.

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install New Deck Covering Systems

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker ix (Rev 2) x (Rev 2)

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)

14 N Hankison Refrigerated

Control Air Dryer HPR35 1 ea. $1,095.00

14 N Filter, Coalescing (1 micron)

HF7-16-4-PL 1 ea. $176.00

14 N Hankison Replacement Filter

E716 1 ea $37.00

14 N Filter, Oil Removal HF5-16-4-PL 1ea $180.00 14 N Hankison Replacement

Filter E516 1 ea $46.00

17 N White Examination Table

Turnbull ID#: TEI 407E W/A

Navy ID#: 2090-01-LG3-9943

1 ea. $3,500.00

18 Y Cold Food Service Counter

CFC3T-2M-SN-MLR, to include drip pan and sneeze guard

1 ea. $13,370.52

26 Y Environmental Coupler Enclosure Starboard

5985-01-526-0123 1 ea $3,954.25

26 Y Environmental Coupler Enclosure Port

5985-01-526-6473 1 ea $3,986.00

33 Y Way-Wolff Boiler 4410-01-182-1910 Model No. 5848-14E

2 ea. $18,352.00

33 Y Burner Assembly 4530-01-082-1141 2 ea $4279.50 33 N Gasket 5330-01-386-5911

#M-404-2 2 ea $492.10

33 N Gasket 5330-01-386-5443 #M-406

2 ea $43.16

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

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_STD, paragraph

3.2.6.5 (Inspection report particulars)):

Work Item Title 7 Single Point Davit, Level 1 Inspect and Test

Grey Water Piping, Clean and Flush Anchor Windlass, Overhaul

19 Box Beam, Repair

Structural Repairs, Various Steam Piping, Renew

25 Deck Covering (Electrical Matting), Renew 28 Chill Water system, General Maintenance 30 Rails and Stanchions, Inspect and Renew 31 Vent Ducts (Engine Room and Aft Steering Gear Room), Commerical Clean xi (Rev 2) xii (Rev 2)

PC_210B_WMEC_0909

Principal Characteristics

210' WMEC (B-Class)

PHYSICAL CHARACTERISTICS

Length Overall 210' 6" Length, Design Waterline 200' 0" Depth (main deck at side to baseline) 19' 6" Maximum Beam 34' 0" Height of Highest Projection 88' 0" Full Load Draft 4,000 lbs Height of FM Antenna Above Baseline 90' 0" Light Ship Displacement 875 long tons Full Load Displacement 1100 long tons Shore Tie Voltage Requirements 400A / 440V Frame Spacing 1' 0"

MACHINERY CHARACTERISTICS

Main Propulsion 2 Alco Model 251B Diesel Engines, 5,000 BHP total

Ship's Service Generators 2 Caterpillar Model 3406B Diesel-driven SR4. 250 KW each @ 0.8 power factor, 440V AV, 3 phase, 60 cycle

Emergency Generator Caterpillar Model D333B Diesel-Driven. Century Synchronous Model, ACR-507, 100KW

Number of Propellers 2 Number of Blades 4 Diameter 7' 6" Pitch Controllable Shaft RPM 300 Shaft Diameter 8.25"

TANK CAPACITIES

Diesel Fuel (95%) 48,375 gal Fresh Water (95%) 11, 108 gal JP-5 Fuel (95%) 4,697 gal Lube Oil (95%) 1,942 gal

This page was left blank intentionally. Do not delete.

xiii (Rev 2)

00000_PWB_1111_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0211)

General Requirements

1. SCOPE

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

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and

Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface

Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel

Surfaces Prepared by Dry Abrasive Blast Cleaning

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.

1 (Rev 2)

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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

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 four 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 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 shall be considered the same as those for welding HY-

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR in writing 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 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 COTR or KO-approval.

3.4.4.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

2 (Rev 2)

3.4.4.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3.5 Pre-surface preparation test coupon. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item that is deemed a ”critical-coated’ surface:

3.5.1 Coupon material and test set-up particulars.

3.5.1.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Ensure the following:

• The coupon shall be a new metal plate, of the same metal type and material properties as the vessel area to be blasted - steel or aluminum plate, as applicable, and shall have no existing anchor profile - other than the surface irregularities from the manufacturing process.

• The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot.

• For steel substrates, the coupon shall have the mill scale intact, and be in a Rust Grade "A" condition, in accordance with SSPC-VIS 1.

• The test coupon shall be affixed so as to not permit excessive movement during the performance test, but shall not be affixed to the vessel.

3.5.1.2 Ensure that the abrasive-blasting operation for the test coupon is conducted with the identical setup and parameters that will be used blasting the designated vessel surfaces – including, but not limited to:

• The abrasive media type and media size selected to achieve the anchor profile range, as specified in the applicable work items.

• Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).

• Delivery rate and pressure settings.

3.5.1.3 Blast a one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the work item, and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, Method B or C. Notify the COTR in advance of the abrasive blasting operation test, to permit the witnessing of the test by the COTR. Submit a CFR documenting the results of the abrasive blasting operation test. The CFR shall include at a minimum, the following:

• Area of the vessel for which the verified setup will be used to abrasive blast.

• The selected abrasive media type and size.

• The nozzle size and type.

3 (Rev 2)

• The delivery rate and pressure.

• The test coupon starting properties (material type and surface conditions).

• The resultant anchor profile readings from the test (a minimum of 3 locations, separated by a minimum of 2 inches shall be recorded).

NOTES

1. A performance test of the abrasive blasting operations on a test coupon and measuring the resultant anchor profile prior to performing the abrasive blasting operation on the cutter is required. The test coupon will be used to evaluate the anchor profile produced by the equipment setup and selected abrasive media.

2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph 3.5.1 (Coupon material and test set-up particulars) are met.

3. Ultra high pressure water jetting does not create an anchor profile and is exempt from the anchor profile test coupon check.

3.5.1.4 Repeat the abrasive blasting operation test in the following instances:

• The equipment setup, that was evaluated during the test coupon abrasive blasting performance test in paragraph 3.5.1 (Coupon material and test set-up particulars), has changed.

• The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.

• Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.

• The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.

• When Directed by the COTR.

CAUTION!

Ensure that blast media from the performance test does not strike the vessel during the test.

3.6 Interim changes to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes to the SFLC Std Spec 0000:

3.6.1 Contents of paragraph 3.3.2.1.1 (Water depth) have been revised to read as follows:

“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:

• Ordinary low water mark on non-tidal rivers.

• At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”

4 (Rev 2)

3.6.2 Paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel – due to disruption of grey water system) has been revised as follows:

“3.2.11.1 Sanitary facilities for vessel-personnel – due to disruption of grey water and sewage systems.

When the shipboard grey water and sewage systems are disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:

• Shower stalls are equipped with privacy screens.

• Sinks are provided with fresh hot and cold water.

• Electrical convenience GFI receptacles, in accordance with NFPA 70, National Electric Code (NEC), are located in vicinity of sinks.

• Toilets have doors or privacy dividers.

• Lockers are capable of being locked.”

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 SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev 2) http://www.uscg.mil/directives/cim.asp

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 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 mfgr.

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 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-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. 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 2)

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 2)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2 SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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.