SOW-RFP_HSCG80-13-R-P45218.pdf

USCGC ACTIVE (WMEC 618)

210 FOOT "A CLASS" MEDIUM ENDURANCE CUTTER

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2013

Developed By: Reanna L Gallegos

(Rev-05, 25 Jan 2013)

USCGC ACTIVE (WMEC-210A) DOCKSIDE AVAILABILITY FY2013

ii (Rev-5)

TABLE OF CONTENTS

Revisions Record ................................................................................................................................................ iii Consolidated List of References .......................................................................................................................... iv Consolidated List of Government-furnished Property ........................................................................................ viii Consolidated List of Critical Inspection Items ..................................................................................................... ix Principal Characteristics ...................................................................................................................................... x General Requirements WORK ITEM 1: MDE Heat Exchangers; Clean, Inspect and Hydro WORK ITEM 2: Main Diesel Engine (MDE) Exhaust Stack Uptakes, Clean WORK ITEM 3: Ship Service Diesel Generator (SSDG) Exhaust Piping, Commercial Clean WORK ITEM 4: Boiler Exhaust Stack Uptakes, Commercial Clean WORK ITEM 5: Chill Water System, General Maintenance WORK ITEM 6: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 7: Compressed Air System Valves, Inspect and Test WORK ITEM 8: Steering Gear (General), Overhaul WORK ITEM 9: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 10: Sewage Holding Tanks, Clean and Inspect WORK ITEM 11: Sewage Piping, Clean and Flush WORK ITEM 12: Padeyes, Inspect and Test WORK ITEM 13: Tanks (Potable Water), Clean and Inspect WORK ITEM 14: Control Air Dryer, Upgrade WORK ITEM 15: Bilge (Magazines), Preserve WORK ITEM 16: Engine Room Bilge, Preserve WORK ITEM 17: Galley Steam Kettle Cofferdam, Modify WORK ITEM 18: Flight Deck Kick-Pipes, Renew WORK ITEM 19: Chain Pipes, Renew WORK ITEM 20: Talon Grid Recess Support Ring, Renew WORK ITEM 21: Bilge Piping Tunnel (Potable Water Tank), Renew WORK ITEM 22: Sewage Tank, Repair WORK ITEM 23: Bulwark, Renew WORK ITEM 24: Temporary Services, Provide WORK ITEM 25: Fuel Piping, Renew OPTIONAL WORK ITEM 26: Piping, Renew iii (Rev-5)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-5)

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 085-181, Rev F, Booklet of General Plans

Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & C.V.K.

Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & CVK

Coast Guard Drawing 618 WMEC 111-003, Rev -, Forward Bulwark Details

Coast Guard Drawing 618 WMEC 116-001, Rev -, Forepeak Framing, Chain Locker & Transv. Bhds #12 & #15 1/2

Coast Guard Drawing 618 WMEC 117-001, Rev H, Transverse Web Frames Fwd and Aft of Midship

Coast Guard Drawing 618 WMEC 131-001, Rev M, 2nd and Main Deck Plating and Supports

Coast Guard Drawing 618 WMEC 136-001, Rev L, 01 & 02 Level & Bridge Deck Plating & Support

Coast Guard Drawing 618 WMEC 136-001, Rev L, 01 Deck, 02 Deck and Bridge Deck Plating and Supports

Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room

Coast Guard Drawing 618 WMEC 185-001, Rev K, A/C Mach & Sewage Disposal Room Details

Coast Guard Drawing 618 WMEC 186-002, Rev A, Talon Grid Foundations and Structural Modifications 01 Level

Coast Guard Drawing 618 WMEC 186-003, Rev B, Equipment Foundations, Galley & Scullery

Coast Guard Drawing 618 WMEC 201-001, Rev E, Arrangement Machinery (ACTIVE 618)

Coast Guard Drawing 618 WMEC 201-001, Rev F, Arrangement of Machinery Plans

Coast Guard Drawing 618 WMEC 252-001, Rev N, Control Air Arrangement (“A” Class)

Coast Guard Drawing 618 WMEC 252-001, Rev N, Control Air Piping 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 v (Rev-5)

Coast Guard Drawing 618 WMEC 252-004, Rev H, Propulsion Control & Monitoring Block & Schematic Wiring Diagram

Coast Guard Drawing 618 WMEC 252-006, Rev-, Air Treatment System

Coast Guard Drawing 618 WMEC 256-003, Rev B, Seawater Cooling Piping Modifications Incidental to CAT 3306B EDG Installation

Coast Guard Drawing 618 WMEC 259-001, Rev F, Exhaust Piping

Coast Guard Drawing 618 WMEC 320-001, Rev AN, Major Maintenance Availability 440 & 115 Power One Line Wiring Diagram & Details

Coast Guard Drawing 618 WMEC 514-001, Rev G, Diagram: Heating and Chilled Water System

Coast Guard Drawing 618 WMEC 514-002, Rev G, Arrgt of Chilled and Hot Water System Inside Machinery Space

Coast Guard Drawing 618 WMEC 514-003, Rev K, Arr. of Chilled and Hot Water System Outside of Machinery Space

Coast Guard Drawing 618 WMEC 529-001, Rev G, Diagram of Bilge System

Coast Guard Drawing 618 WMEC 529-002, Rev E, Arrangement of Bilge System Outside MS

Coast Guard Drawing 618 WMEC 533-001, Rev L, Diag Hot & Cold Potable Water

Coast Guard Drawing 618 WMEC 533-002, Rev N, Arr of Hot & Cold Potable Water

Coast Guard Drawing 618 WMEC 535-001, Rev J, Diagram Steam Feed & Condensate System Piping

Coast Guard Drawing 618 WMEC 535-002, Rev J, Arrgt – Steam Feed & Condensate System Piping

Coast Guard Drawing 618 WMEC 551-002, Rev G, Arrangement of Compressed Air in Mach‟y Space

Coast Guard Drawing 618 WMEC 581-001, Rev C, Anchor Handling

Coast Guard Drawing 618 WMEC 581-002, Rev -, Anchor Pocket Arrg‟t & Detail

Coast Guard Drawing 618 WMEC 593-001, Rev, C, Diag – MSD System

Coast Guard Drawing 618 WMEC 593-002, Rev, F, Arrgt – MSD System

Coast Guard Drawing 618 WMEC 611-002, Rev -, Padeye Arrangement and Details (Applies to Hulls 616 and 617. Contractor may assume applicable to all hulls for bidding purposes.)

Coast Guard Drawing 618 WMEC 651-001, Rev F, Arrgt Crews Galley, Mess & Scullery

Coast Guard Drawing 618 WMEC 713-001, Rev -, Ammo Handling & Stowage Arrg‟t & Details

Coast Guard Drawing 618 WMEC 85-181, Rev D, Booklet of General Plans, (ACTIVE 618)

Coast Guard Drawing 618 WMEC 85-181, Rev F, Booklet of General Plans, (ACTIVE 618)

Coast Guard Drawing 618-WMEC 561-005, Rev A, Hydraulic Steering Sys Piping Arrgt (Supercedes 2200-3)

Coast Guard Drawing FL 588-001, Rev D, Talon Grid Foundation

Coast Guard Drawing FL 588-002, Rev -, Talon Grid Supporting Skirt and Stanchion Bolt Details

Coast Guard Drawing FL 8301-002, Rev B, Talon Helo Landing Grid Stanchion Bolt w/Locknut

NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck

COAST GUARD PUBLICATIONS

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

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) 3368, Feb 2006, Technical Documentation Helicopter Land Grid

TYPE 18-22-01

vi (Rev-5)

Coast Guard Technical Publication (TP) 3951, Section A, Dec 2004, Flight Deck Lighting Visual Landing Aids Components (VLA) (51-50AAA-1)

Coast Guard Technical Publication (TP) 4200, Jan 1991, SWBS 561, Manufacturer's Instruction Book, 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 0000 (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 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 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses

OTHER REFERENCES

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

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects

American Society for Testing and Materials (ASTM) International F1508, 2010, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services

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

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel

ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component Adhesives

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

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement vii (Rev-5)

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

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-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

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

Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-

PRO-160, Jan 2006, Chapter 16, Cofferdams

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) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2004, Surface Preparation and Cleaning of Steel & Other Hard

Materials by High and Ultrahigh Pressure Water Jetting viii (Rev-5)

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

PN: HPR35 1 ea. 1,095.00

14 N Filter, Coalescing (1 micron)

PN: HF7-16-4-PL 1 ea. 176.00

14 N Hankison

Replacement Filter

PN: E716 1 ea. 37.00

14 N Filter, Oil Removal PN: HF5-16-4-PL 1 ea. 180.00

14 N Hankison

Replacement Filter

PN: E516 1 ea. 46.00

14 N **Valve, Regulating PN: R74G-4AT-RSN NSN:

4820-01-205-9362

2 ea. 69.02

14 N **Valve, Ball NSN: 4820-01-243-9951 4 ea. 6.91

20 N M16 Bolts NSN: 5305-01-393-1827 24 ea. 24.34

20 N M12 Bolts NSN: 5305-01-584-6095 12 ea. 48.00 *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 ix (Rev-5)

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 x (Rev-5)

PC_210A_WMEC_0909

PRINCIPAL CHARACTERISTICS

210' WMEC (A 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 xi (Rev-5)

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

1 (Rev-5)

00000_PWB_0312_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0212)

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

Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement

MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

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

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

2 (Rev-5)

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

3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.

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

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.

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 (Rev-5)

3.4.4.4 CGC ACTIVE‟s pier is not suitable for barges, cranes or any item larger than 7,600lbs per axel with 110% max shock load capacity.

3.5 Interim changes and additions to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes and additions to the 2009 Edition of SFLC Std Spec 0000:

3.5.1 Acronyms and term definitions – paragraph 1.3 (Acronym and term definitions).

3.5.1.1 The term “COTR” has been replaced with “COR”, which is defined as follows:

“COR”: Contracting Officer‟s Representative – the person delegated by the KO as the on-scene representative for matters concerning performance of work; this includes correctness, timeliness, and quality of the Contractor‟s work. Normally, the CO/OINC is designated the COR.”

3.5.1.2 Definition addition for the term “Ungrounded, as follows:

“Ungrounded”: A power system where all of the current-carrying conductors and windings

(including any neutral connection) are insulated from ground. In contrast, a generator or transformer in which at least one conductor or point (usually the midpoint or corner of a delta winding or the common center of a wye winding) is intentionally grounded, either solidly or through an impedance, is considered grounded. Note that the distinction concerns only current-carrying conductors; for both ungrounded and grounded power systems, non-current carrying metal parts and equipment grounding conductors are always bonded to earth ground for personnel safety. At non-Governmental facilities, dockside wye connected transformer secondary windings are almost always grounded and are generally not suitable for connection to a Coast Guard cutter without a separate Contractor furnished isolation transformer.”

3.5.2 Changes to paragraph 3.2.4 2.3 (QP-1 Inspector or Tech Rep duties).

“3.2.4.2.3 QP 1 Inspector or Tech Rep duties.

3.2.4.2.3.1 The Coating Inspector for the “QP 1-certified” Contractor or the Contractor-provided

NACE-certified Tech Rep shall remain on site, to perform the following duties, as applicable, for each work item that involves preservation of “critical-coated surfaces”:

Verify inspection instrument calibration.

Verify and approve the suitability of ambient conditions before surface preparation is begun, and before each coat of paint is applied.

Verify all aspects of surface preparation – including, but not limited to:

Cleanliness of compressed air.

Adequacy of solvent cleaning.

Proper handling of blast media.

Actual surface preparation procedure.

Inspect and approve final surface preparation, before application of primer coat.

Supervise and approve coating system preparation and application procedures, including but not limited to: mixing and thinning, stripe coating application, spray techniques, and film thickness measurements and recordings.

Determine when applied coats have sufficiently cured for overcoating, or for system service resumption (see paragraph A2.1.18 (Critical drying time requirements)).

4 (Rev-5)

Complete and sign the quality assurance (QA) inspection forms (see QA-1 thru QA-5), provided in Appendix A (Requirements for Preservation of Ship Structures) of this document.

Submit all completed QA inspection forms to the COR (through the Contractor), upon completion of work.

3.2.4.2.3.2 The Contractor shall ensure the NACE Inspector is formally informed - via suitable subcontract documentation- and is willing and able to perform of all duties listed above. Submit documentation of this contract and assumption of duties to the KO at the Arrival Conference.”

3.5.3 Changes to contents of paragraph 3.2.5 (Planning document).

“3.2.5 Planning document. The Contractor shall generate a legible Planning Document (PD) with the following characteristics:

Graphical in format (see Fig. 1 (Sample Planning Document Submittal)).

Shows overall period of performance for each CLIN, with start and stop dates of major sub-tasks.

Contains due dates for Critical Inspection Reports (CIR) and any events requiring Coast Guard

Inspector presence.

Identifies all work item time periods that require OEM Tech Rep assistance.

Identifies the “critical paths” for the project.

Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.2.5.1 Ensure that the PD also includes the names, contact information, and written commitment from all

Tech Reps required by the Contract - indicating they are available for work during the proposed time period.

3.2.5.2 Submit a preliminary electronic copy of the PD to the COR - for Government review - no later than one week after contract award.

3.2.5.3 Submit 3 copies of the PD to the COR, 15 days prior to the start of the performance period, and at all weekly Progress Meetings.

NOTE

A separate document, specifically prepared for the Government is not desired or required. A copy or summary of the Contractor‟s internal scheduling document is preferred.

FIG. 1 - SAMPLE PLANNING DOCUMENT SUBMITTAL

5 (Rev-5)

3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained. Submit the resource constraint and scheduling evaluation via a CFR.

NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to

„crash‟ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project extension.”

3.5.4 Additional sub-paragraphs to paragraph to 3.2.6.5 (Inspection report particulars).

“3.2.6.5.3 CFR tracking system. The Contractor shall create and maintain a CFR tracking system for the project. At a minimum, ensure that the CFR tracking system shall list all required reports, broken down by the following:

Work item and paragraph number.

Due dates.

Submission dates.

CFR/CIR submission number.

3.2.6.5.3.1 Be aware that the COR will respond via the CFR reply as to whether the CIR/CFR „fully‟ or

„partially‟ satisfied the inspection and reporting requirements in the associated work item.

3.2.6.5.3.2 When submitting a CFR, ensure that the applicable work item and paragraph number for which the inspection report is being submitted is included on the CFR.

3.2.6.5.3.3 Submit a copy of the CFR tracking sheet to the COR at the arrival conference.

3.2.6.5.3.4 At a minimum the Contractor shall update and submit a copy of the CFR tracking sheet to the

COR the day before each weekly progress meeting. At the required CFR due date, submit the CFR tracking sheet to the COR via a CFR for review and formal archiving with the project records.”

3.5.5 Changes to contents of paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems).

“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.”

3.5.6 Changes to contents of paragraph 3.3.2.1.1 (Water depth).

6 (Rev-5)

“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.).”

3.5.7 Electrical compliance planning.

“3.3.14 Electrical compliance planning. For cutter availabilities, the Contractor shall submit to the KO the following electrical compliance planning documentation during the pre-award phase of the contract.

3.3.14 1 Shore power. When ungrounded shore power is to be provided per SFLC Std Spec 8635, provide a one line electrical diagram showing how such power will be supplied, including the winding and grounding configuration and rating of any generator or isolation transformer. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.

3.3.14.2 Arc welding. When electric arc welding is to be performed per SFLC Std Spec 0740 while the vessel is waterborne, provide a diagram showing the general proposed location of each welding machine, the grounding configuration of each machine, and the return current conductor size and length. For drydock availabilities, separate diagrams may be necessary for waterborne and non-waterborne periods.

3.3.14.3 Hull bonding and lightning protection. For work periods while the vessel is not waterborne, provide a diagram showing how the hull grounding straps required by SFLC Std Spec 8635 will be sized (length and gauge) and connected.

3.3.14.4 Tool and equipment power. Provide a diagram showing how Contractor tool and equipment power will be supplied and distributed for dockside and shipboard use in accordance with SFLC Std Spec

0450. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.”

3.5.8 Changes to paragraph to A2.1.1.3 (Document submission).

A1.1 “A2.1.1.3 Document submission.

A1.2 A2.1.1.3.1 For all work involving preservation of “critical-coated surfaces”, ensure the following is submitted to the COR at the Arrival Conference, for each coating system intended to be applied:

Coating system manufacturer‟s name.

Product data sheets.

MSDS.

COC.

A1.3 A2.1.1.3.2 Documentation shall be broken out by work item, to also include the following information:

Brand name.

Color.

Intended mil thickness.

Time between coats.

Intended final cure time prior to immersion or full duty rating, as applicable.

7 (Rev-5)

A1.4 A2.1.1.3.3 For work involving preservation of surfaces not designated as “critical-coated surfaces”, submit all product data sheets, MSDS, and COC to the COR, prior to commencement of work.”

3 .5 .9 Requ irem en ts ch a n ges to p a ragra p h s A2 .1 .5 (Ten tin g) a n d A2.1 .6 (Am b ien t con d ition con trol).

“A2.1.5 Tenting and ambient condition control – “for critical-coated surfaces”.

A2.1.5.1 When the ambient condition parameters necessary for full paint cure or to meet environmental conditions, as required in paragraph A.2.1.4 (Ambient condition parameters), cannot be met for successful application and curing of “critical-coated” surface coating systems, the Contractor shall provide the following, at no additional cost to the Government:

Suitable tenting, as applicable, for exterior surface preservation.

Suitable ambient condition control equipment, which may include, but not be limited to the below-listed, to create and maintain ambient conditions recommended by the coating system‟s manufacturer, and facilitate successful coating application and curing.

AC system.

Heaters.

Blowers.

Dehumidifiers.

A2.1.5.2 Submit an ambient condition control plan to the COR within 24 hours prior to initiating ambient condition control process

NOTE

The Contractor is expected to be aware of the advent of environmental conditions that are adverse to preservation of critical-coated surfaces and include all costs in

3 .5 .10 Pre-s u rfa ce p repa ra tion requ irem en ts – a d d it ion a l to p a ra grap h A2.1 .7 (Pre-s u rfa ce p repa ra tion requ irem en ts ).

“A2.1.7.4 Coupon test. 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:

A2.1.7.4.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Use a new metal plate, of the same metal type and material properties as the area to be blasted, steel or aluminum plate, as applicable. For steel plates, the new plate shall have the mill scale intact and the plate will be in a Rust Grade "A" condition, per the SSPC-VIS 1 visual standard cards. No existing anchor profile, other than the surface irregularities from the manufacturing process are permitted on the test coupon. 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. The test coupon shall be affixed so as to not permit excessive movement during the performance test.

CAUTION!

Do not affix the coupon to the vessel nor shall the blast media from the performance test strike the vessel during the test

8 (Rev-5)

A2.1.7.4.2 Ensure that the abrasive blasting operation test on the test coupon is with the very same setup that will be used to blast the vessel. The setup shall include, but not be limited to:

The abrasive media to be used (material and media size).

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

Delivery rate and pressure settings.

A2.1.7.4.3 Blast an one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the applicable work item and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, method A or C. Notify the COR in advance of the abrasive blasting operation test, to permit the witnessing of the test by appropriate Coast Guard personnel. Submit a CFR documenting the results of the abrasive blasting operation test. CFR shall include at a minimum, the following:

Area of the vessel that the verified setup will be used to abrasive blast with.

The abrasive media used.

The nozzle size and type.

The delivery rate and pressure.

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

The resultant anchor profile readings from the test.

NOTES

1. ULTRA HIGH PRESSURE WATER JETTING DOES NOT CREATE AN ANCHOR PROFILE

AND IS EXEMPT FROM THE ANCHOR PROFILE TEST COUPON CHECK.

2. THE REVERSE SIDE OF THE TEST COUPON MAY BE USED FOR THE SUBSEQUENT

TEST, PROVIDED THAT THE CONDITIONS IN PARAGRAPH A2.1.7.4 (COUPON TEST) ARE

MET.

A2.1.7.4.3 Repeat the abrasive blasting operation test in the following instances:

The setup, as defined in paragraph A2.1.7.4.1 is 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 COR.

NOTE

A performance test of the abrasive blasting operations on a test coupon and measuring the anchor profile prior to performing the operation on the cutter, in order to confirmed that the anchor profile range that the operation is going to produce. An abrasive blasting operation test is prudent, as there are enough variables in the equipment setup and media properties that the resulting anchor profiles from one contractor to the next vary significantly.

3 .5 .11 Pos t-s u rfa ce p rep a ra tion requ irem en ts - ad dit ion a l to pa ra gra p h A2 .1 .8 (Pos t-s u rfa ce p repa ra tion requ irem en ts ).

9 (Rev-5)

A2.1.8.8 Substrate profile measurements - during and post-surface preparation. 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 for complete preservation of a ”critical-coated” surface:

A2.1.8.8.1 During surface preparation by abrasive blasting or waterjetting operations, spot check the existing anchor profile per 500-square feet, in order to 'project' the need to manage the excessive anchor inspect for both excessive and insufficient anchor profiles . When the Contractor elects to prepare a substrate by waterjetting, the Contractor shall inspect the substrate for areas of insufficient or excessive anchor profile, both visually and in accordance with ASTM D4417, Method A or C. Submit a CFR detailing the location, square footage, measured anchor profiles, and the anchor profile range required for the applicable coating system.

A2.1.8.8 2 Post completion of surface preparation, measure the profile of the resultant bare surfaces, in accordance with ASTM D4417, Method A or C.”

3.5.12 Caution verbiages – additional to paragraph A2.1.18 (Critical drying and cure time requirements).

“CAUTIONS!

1. Hard cure times or cure time prior to immersion for any “critical coated system” shall be met as published on the Product Data Sheets available online. No early undocking or relaxation of these published requirements is permitted without prior approval from the KO. Coating system manufacturer‟s Sales or Technical

Representatives may not relax these requirements. Painting and curing of all tank coating systems (except for tanks that are inboard and not touching the skin of the vessel (side and/or bottom) shall occur while the cutter is out of the water.

2. CAPAC systems shall not be energized until full cure of all underwater paint systems has occurred.”

3 .5 .13 Preserva tion Pla n .

“A2.2 Preservation Plan (PP). The contractor shall submit a PP to the COR at the arrival conference, to allow for review of all work items pertaining to the preservation of the vessel. At a minimum, PP shall include the following and be broken down by work item:

Coatings to be applied – listed by manufacturer and product identification numbers.

Target wet and dry film thickness values.

Authorized reducers/solvents - including maximum percent by volume for reducers/solvents.

Colors by FED-STD-595 color number.

Application method for each coat.

Application pressure and nozzle size requirements listed on the manufacturer‟s product data sheet(s).

Minimum recoat windows for applying subsequent coats, maximum recoat windows to apply subsequent coats, adjusted for anticipated temperatures.

Any special instructions or environmental limits listed by the coating manufacturer.

Intended final cure times prior to immersion or full duty rating (as applicable).”

3.5.14 Changes to paragraph B2.2.3.3.1.

“B2.2.3.3.1 Do not release lead or lead-contaminated materials into the environment. Conduct periodic air monitoring (as appropriate) for lead in the worker‟s breathing zone, during the course of any abatement work involving lead containing materials, to prevent exposure at or above the PEL. Submit results of all air monitoring samples to the COR, within 24 hours of completion of sampling.”

10 (Rev-5)

3.5.15 Booming requirements during the offload or on-load of petroleum products.

“B2.2.10 Booming requirements during the offload or load of petroleum products. The Contractor shall provide a containment boom system and boom off the cutter during all petroleum cargo on-loads and offloads. The cutter shall be boomed off by the contractor during both shipyard functions and the final bunkering of the cutter by ship's force. The contractor is responsible to provide the labor to deploy and recover the boom during all operations, including operations conducted by ship's force. The containment boom shall at a minimum, fullly encapsulate the cutter from the pier wall in front of the cutter to the pier wall at the stern of the cutter. When moored alongside a pier that does not provide a fully intact pier wall that will contain a spill, the containment boom shall wrap completely around the cutter on all sides to provide spill containment. For tug and barge configurations, the containment boom shall encapsulate both the cutter and the barge, as applicable.”

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.

http://www.uscg.mil/directives/cim.asp

11 (Rev-5)

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

12 (Rev-5)

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 |

13 (Rev-5)

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.

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

14 (Rev-5)

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-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: _________________________________

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 _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

_____ mils _____ mils _____ mils _____ mils _____ mils

15 (Rev-5)

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)

16 (Rev-5)

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/3 rd

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.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before

Adjustments

After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before

Adjustments

After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled) Average DFT

17 (Rev-5)

25610_0112_FLT

REC_25610_FLT_210‟ WMEC (ALL) (0112)

WORK ITEM 1: MDE Heat Exchangers; Clean, Inspect and Hydro

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following heat exchanger(s):

DESCRIPTION LOCATION QTY

#1 and #2 MDE Lube Oil Engine Room 2

#1 and #2 MDE Jacket Water Engine Room 2

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 618 WMEC 201-001, Rev E, Arrangement Machinery (ACTIVE

618)

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), Jan 2009, General Requirements

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), Jan 2009, Auxiliary Machine Systems

Surface Forces Logistics Center Standard…