ACTIVE_(WMEC_210A)_DD_FQ4_TEF_15R2.pdf

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Attached to: DRY DOCK SERVICES - USCGC ACTIVE (WMEC-618) Federal contract opportunity
Solicitation number: HSCG80-15-Q-P45N23
Issued by: Department of Homeland Security US Coast Guard

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Specification Revision 2

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USCGC ACTIVE (WMEC 618)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2015

Developed By: Tim E Frownfelter

(Rev-2, 04 August 2015)

USCGC ACTIVE (WMEC-210A) DRYDOCK AVAILABILITY FY2015

ii (Rev-2)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Appendages (U/W), Leak Test WORK ITEM 2: Propulsion Shaft Fairwaters and Rope Guards, Inspect WORK ITEM 3: Appendages (U/W) - Internal, Preserve WORK ITEM 4: Voids (Non-Accessible), Leak Test WORK ITEM 5: Voids (Non-Accessible), Internal Surfaces, Preserve WORK ITEM 6: Propulsion Shafting, Strain Gage Alignment, Inspect WORK ITEM 7: Propulsion Shaft Seal (Mechanical and Inflatable) Assemblies, Overhaul or Renew WORK ITEM 8: Propulsion Shaft Bearings (External), Check Clearances WORK ITEM 9: Controllable Pitch Propeller (CPP) System, Inspect and Service WORK ITEM 10: Fathometer Transducer, Renew WORK ITEM 11: Underwater (Speed) Log Transducer(s), Renew WORK ITEM 12: Sea Valves and Waster Pieces, Overhaul or Renew WORK ITEM 13: Sea Strainers – Simplex (All Sizes), Renew WORK ITEM 14: Sea Strainers - Duplex (All Sizes), Overhaul WORK ITEM 15: Rudder Assembly; Remove, Inspect and Reinstall WORK ITEM 16: U/W Body, Preserve (100%) WORK ITEM 17: Hull Plating Freeboard, Preserve “100%” WORK ITEM 18: Main Mast, Preserve, 100% WORK ITEM 19: Superstructure, Preserve “100%” WORK ITEM 20: Cathodic Protection / Zinc Anodes, Renew WORK ITEM 21: Drydock WORK ITEM 22: Temporary Services, Provide – Cutter WORK ITEM 23: Work Item Deleted WORK ITEM 24: Work Item Deleted WORK ITEM 25: Work Item Deleted WORK ITEM 26: Rudder Stock and Housing, Repair (CSMP 2012007, 2015016) WORK ITEM 27: JP-5 Flats Stiffener, Renew (CSMP 2015006) WORK ITEM 28: Engine Room Stiffeners, Renew (CSMP 2015007, 011) WORK ITEM 29: Sewage Disposal Room Stiffener, Renew (CSMP 2015008) WORK ITEM 30: Ammo Handling Room Stiffener, Renew (CSMP 2015009) WORK ITEM 31: Engineer Storeroom Bulkhead, Repair (CSMP 2015010) WORK ITEM 32: Aft Steering Stiffener, Renew (CSMP 2015012) WORK ITEM 33: Paint Locker Stiffener, Renew (CSMP 2015013) WORK ITEM 34: Engine Room Lube Oil Piping, Renew (CSMP 2015014) WORK ITEM 35: Sewage Vacuum Piping, Renew (CSMP 2015019) WORK ITEM 36: Bilge Keel, Repair (CSMP 2015020) WORK ITEM 37: Welin Lambie Model TW.PIV 5.0B Dual Point Davit, Renew (TCTO) WORK ITEM 38: Propulsion Shaft Coating, Inspect and Test WORK ITEM 39: Compartment(s) Interior, Lead Dust, Clean WORK ITEM 40: Hull Plating (U/W Body), Ultrasonic Testing WORK ITEM 41: Fixed Ballast (Lead Ingots), Reinstall WORK ITEM 42: Work Item Deleted iii (Rev-2)

WORK ITEM 43: Tanks (MP Fuel Service and Storage), Clean and Inspect WORK ITEM 44: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 45: Sewage Piping, Clean and Flush WORK ITEM 46: Work Item Deleted iv (Rev-2)

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

06/30/15 1 24 Work item deleted; GFP deleted.

06/30/15 1 25 Work item deleted.

06/30/15 1 42 Work item deleted.

06/30/15 1 43 Deleted fuel tanks 4-140-1-F and 4-140-2-F from table in par. 1.1.

08/04/15 2 6 Modified par. 3.3 to clarify requirements for external bearing strain gage reading requirements.

08/04/15 2 9 GFP table has been updated. Update also reflected in the

Consolidated List of GFP.

08/04/15 2 13 Table in par. 1.1 modified to add strainer location (compartment) 08/04/15 2 15 Note following par. 3.2, and par. 3.3.2.1 have been modified to clarify leaving lower (Micarta) bearings in-place.

08/04/15 2 26 Par. 3.3.2 modified to clarify rudder stock repairs will be based upon

CFR and authorized Change Request if/when needed.

08/04/15 2 33, 41 Note added after par. 3.1 to clarify ships force to remove items from ships stores in way of work.

08/04/15 2 35 Par. 3.2 has been revised to show correct lists of parts needed.

08/04/15 2 36 Pars. 3.1.3 and 3.2 have been modified to address interferences. Note added before par. 3.1.4.

08/04/15 2 46 Deleted work item.

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.

v (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

Coast Guard Drawing 618 WMEC 65, Rev A, Bill of Materials for Shaft Oil Tube and Coupling

Modifications Coast Guard Drawing 618 WMEC 78, Rev G, Bill of Materials – Arrangement – Lube Oil System Coast Guard Drawing 618 WMEC 99, Rev J, Bill of Materials – Arrangement Marine Sanitation Device Coast Guard Drawing 618 WMEC 161-001, Rev B; Arrangement & Details Stern Tube & Strut Coast Guard Drawing 618 WMEC 085-181, Rev F, Booklet of General Plans (Active 618) Coast Guard Drawing 618 WMEC 085-182, Rev D, Docking Plan (ACTIVE) Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & C.V.K Coast Guard Drawing 618 WMEC 117-001, Rev H, Transverse Web Frames Fwd & Aft of Midship Coast Guard Drawing 618 WMEC 123-002, Rev G, New Double Bottom Fuel Tank Structural Details Coast Guard Drawing 618 WMEC 151, Rev C, Bill of Materials for Shafting Arrangement and Details

Water Lubricated Bearing Coast Guard Drawing 618 WMEC 152-1, Rev N, Superstructure – Aircastle, 01 and 02 Deckhouse and

Stack Coast Guard Drawing 618 WMEC 161-1, Rev B, Arrangement and Details Stern Tube and Strut Coast Guard Drawing 618 WMEC 171-1, Rev H; Main Mast Radar Platform Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room Coast Guard Drawing 618 WMEC 184-004, Rev D, Doppler Sea Log Valve Foundation Coast Guard Drawing 618 WMEC 185-001, Rev K, A/C Machinery and Sewage Disposal Room Details Coast Guard Drawing 618 WMEC 191-001, Rev E, Solid Ballast Arrangement 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 vi (Rev-2)

Coast Guard Drawing 618 WMEC 201-001, Rev F, Arrangement of Machinery Plans, Sections & Elevations (Active 618)

Coast Guard Drawing 618 WMEC 201-003, Rev C, Arrangement of Aux Machinery Room Coast Guard Drawing 618 WMEC 243-001, Rev E, A&D: John Crane Stern Tube System Coast Guard Drawing 618 WMEC 243-002, Rev H, Arrangement and Details of CPP Piping and

Hydraulics Coast Guard Drawing 618 WMEC 243-003, Rev G, Shaft Oil Tube and Coupling Modifications Coast Guard Drawing 618 WMEC 243-005, Rev C, Piping Mod – Water Lubricated Stern Tube Seal Coast Guard Drawing 618 WMEC 243-007, Rev A, CPP Oil Tube Fabrication Coast Guard Drawing 618 WMEC 243-050, Rev-, CPP Hub Oil Tank Coast Guard Drawing 618 WMEC 243-051, Rev-, John Crane Seal Coast Guard Drawing 618 WMEC 245-052, Rev A, Propeller Hub Double Crank Coast Guard Drawing 618 WMEC 261-001, Rev G, Diagram – Fuel Oil Coast Guard Drawing 618 WMEC 261-002, Rev L, Arrangement – Fuel Oil Coast Guard Drawing 618 WMEC 262-001, Rev H, Arrangement – Lube Oil Coast Guard Drawing 618 WMEC 262-002, Rev H, Diagram – Lube Oil Coast Guard Drawing 618 WMEC 521-003, Rev J, Arrangement of Firemain, Sprinkling and Washdown

System 2nd Dk. & Below Coast Guard Drawing 618 WMEC 535-002, Rev K, Arrangement of Stm., Feed & Condensate System

Piping Coast Guard Drawing 618 WMEC 562-001, Rev F, Arrgt & Details Rudder Stock, Bearings, & Stuffing

Box Coast Guard Drawing 618 WMEC 583-063, Rev F, OTHB Davit Arrangement (applicable for 210 A class vessels) Coast Guard Drawing 618 WMEC 583-064, Rev D, OTHB Davit Installation (applicable for 210 A class vessels) Coast Guard Drawing 618 WMEC 583-065, Rev-, OTHB Davit - Access Platform Mod (applicable for

210 A class vessels) Coast Guard Drawing 618 WMEC 593-001, Rev C, Diagram – MSD System Coast Guard Drawing 618 WMEC 593-002, Rev F, Arrangement – MSD System Coast Guard Drawing 618 WMEC 601-003, Rev H, General Arrangement, Second and Third Decks Coast Guard Drawing 618 WMEC 601-001, Rev E; Outboard Profile Coast Guard Drawing 618 WMEC 613-001, Rev B, Main Mast Rigging Arr & Det Coast Guard Drawing 618-WMEC 633-001, Rev A; Major Maintenance Availability Hull Protectors Coast Guard Drawing 627 WMEC 562-003, Rev A, “A” & “B” Class Rudder Construction Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters Coast Guard Fleet Drawing FL-8201-97, Rev A, Boat Lifting Ring Assembly (6600 LBS) Guard Drawing 618 WMEC 152-001, Rev N, Superstructure Aircastle, 01 & 02 Deckhouse NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes vii (Rev-2)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual Coast Guard Technical Publication (TP) 3231(A), SWBS 242-245, Sep 2014, Manufacturer’s Instruction

Book (210 WMEC A-Class and B-Class) Coast Guard Technical Publication (TP) 3231, Feb 2012, SWBS 245, Revised by CG Yard in MMA

Project, Instruction Book for LIAAEN Controllable Pitch Propeller Double Crank Coast Guard Technical Publication (TP) 3231A, Feb 2012, Manufacturer’s Instruction Book-SWBS

Group(s) 242-245, Chapter 243, Section B, Stern Tube Seal, MX9, US-71736 (S/A 210R-A-021) Coast Guard Technical Publication (TP) 3241(A), SWBS 593, Sep 2014, Manufacturer’s Instruction

Book (210 WMEC A-Class and B-Class) Coast Guard Technical Publication (TP) 3446, Jun 2009, Doppler Speed Log, Model SRD-500 Dual Axis Coast Guard Technical Publication (TP) 3943, Apr 2008, Twin Pivot Arm Davit - Type Tw.Piv 5.0B -

Ref. No. 5558-1 Thru 5558-15 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 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 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services 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, 2002, Disinfection of Water-Storage Facilities American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End ASME BPV Code Section VIII, Division 1 & 2, Rules for the Construction of Pressure Vessels ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals 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) D4174, R2005, Standard Practice for Cleaning, Flushing, and Purification of Petroleum Fluid Hydraulic Systems ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An) ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates viii (Rev-2)

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health Standards

Code of Federal Regulations (CFR) Title 29, Part 1910, Subpart Z, 1910.1025, 2011, Toxic and Hazardous Substances-Lead

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust- Petrolatum

DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert Federal Specification (Fed Spec) QQ-L-171, Mar 1988, Lead Pig Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for

Coding Level of Contamination by Solid Particles 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-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness.

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application MIL-PRF-24647, Apr 2013, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant ODOM Echotrac DF3200 MKII, Rev 2, Technical Manual Raytheon V850 Color Echosounder, 2nd Edition, Mar 1993, Operation Manual Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2014 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning 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 The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating ix (Rev-2)

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting 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)

7 N Overhaul kit PN: 210A-

JCL001228001B

2 ea. 3,000.00

7 Y **Seal Assy PN: MX9 US-71736 2 ea. 24,000.00 7 N **Seal, Seat Assy NSN: 2010-01-361-7722 2 ea. 1,200.00 9 Y **Port Propeller

Blades (R/H) NSN: 2010-00-906-6009 1 set 33,090.26

9 Y **Starboard Propeller Blades

(L/H)

NSN: 2010-00-906-6010 1 set 33,090.26

9 N Propeller Blade Bolts

NSN: 5306-01-201-0438 48 ea. 1,900.02

9 N Seal for Prop Blade P/N: 13369-A 8 ea. 1,155.00 9 N Washer Monel

Annealed

P/N: 17/32"ID X 3/4"OD

X 1/32" THK

48 ea. 6.00

9 N Washer Copper P/N: 1-17/32"ID X 2"OD

X 1/32" THK

2 ea. 5.00

9 N Servo Box seal kit (NOTE: Parts may require machining for proper fit.)

NSN: 5330-01-476-2026 2 ea. 850.00

9 N Servo Box seal P/N: 9891-LUP 2 ea. 25.00 10 N *** Fathometer

Transducer, shallow water, 50-200 kHz

NSN: 5845-01-470-2500

Airmar Technology SS505

2 ea. 248.92

11 Y ***Sperry SRD 500 Doppler speed log

NSN:5999-01-472-7499 1 ea. 12,936.00

12 N ***Doppler Speed Log Gate Valve and

Installation Kit

N/A 1 ea. $1,925.00

15 N Upper Roller Bearing Assembly

NSN: 3110-01-080-0814 2 ea. $2,300.00

15 N Lower Micarta Split Bearing Assembly

(9-3/8"ID x 10- 1/8"OD x 14" Lg)

NSN: 3120-01-148-3763 2 ea. $2,429.00

15 N **Rudder stock sleeve

NSN: 2010-01-094-8938 2 ea. $4,429.00

21 Y *Transducer Cover Plate

N/A 3 ea. 50.00 xi (Rev-2)

26 Y **Rudder Post NSN: 2040-01-332-2720 2 ea. $24,880.50 37 Y Welin-Lambie

OTHB Davit Model number 5558 Series 1 ea. 582,000.00

41 N Lead Brick conforming to QQ-L-

171e grade B, size 3X3X14, approximately 50 lb each, Coated in 3M Scotchkote 135 or Sherwin Williams

EAS8-30034, Epoxy Powder Coating, (4

Mil) Thickness, Color (grey)

N/A In Accordance with Section 4, paragraph

4.4

N/A

*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 xii (Rev-2)

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

1 Appendages (U/W), Leak Test

4 Voids (Non-Accessible), Leak Test

8 Propulsion Shaft Bearings (External), Check Clearances

14 Sea Strainers - Duplex (All Sizes), Overhaul

15 Rudder Assembly; Remove, Inspect and Reinstall

16 U/W Body, Preserve (100%)

38 Propulsion Shaft Coating, Inspect and Test

40 Hull Plating (U/W Body), Ultrasonic Testing xiii (Rev-2)

PRINCIPAL CHARACTERISTICS

210' WMEC (A-CLASS)

PHYSICAL

Length overall 210' 6" Length between perpendiculars 200' 0" Beam molded 34' 0" Depth molded, main deck amidships 19' 6" Full load displacement 1,170 long tons Draft, full load to baseline amidships *Baseline is 9” below keel amidships

12' 0"

Design drag between perpendiculars 1' 6" Highest projection above baseline *VHF-FM ADF antenna

90' 0"

Shore tie voltage requirements 400A / 440V Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 16-251-CE Diesel Engines, 5,000 BHP total Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle

Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle

Number of propellers 2 Propeller diameter 7' 6" Number of blades, Each 4 Pitch Controllable Shaft RPM 300 Shaft diameter 8.25" at exit of hull Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 47,140 gal.

Fresh water total (100%) 11,135 gal.

JP-5 fuel total (95%) 4,717 gal.

Lube oil total (95%) 2,331 gal.

1 (Rev-2)

00000_0315_FLT

REC_00000_FLT_ Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s 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-2)

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 0700-1600, Monday through Friday, and limited to four (4) 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 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, 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.

3.5.2 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

3 (Rev-2)

(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 adequately 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 A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

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:

• None.

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.

4 (Rev-2)

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

5 (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 |

6 (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 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 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.