70Z08524RLREP1490 Attachment 2 PWS MUNRO (WMSL 755) DS FQ3 DAR 24 final REV3.pdf

USCGC MUNRO (WMSL 755)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2024

Developed By: David A Robbins

(Rev-3, 15 April 2024)

USCGC MUNRO (WMSL-418) DOCKSIDE AVAILABILITY FY2024

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. ix Consolidated List of Critical Inspection Items ............................................................................................ xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: Deck Covering (Slip-Resistant) Tops of Pilot House and MK46 Room, Renew WORK ITEM 2: Tenting (Tops of Pilot House and MK46 Equipment Room), WORK ITEM 3: Tanks (Potable Water), Clean and Inspect WORK ITEM 4: Tanks (Potable Water), Preserve (100%) WORK ITEM 5: Tank (Potable Water Hydro Pneumatic), Clean and Inspect WORK ITEM 6: Tank (High Purity Water), Clean and Inspect WORK ITEM 7: Tank (GT Water Wash), Clean and Inspect WORK ITEM 8: Grey Water Lift Stations, Clean and Inspect WORK ITEM 9: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 10: Tanks (MP Fuel Storage and Overflow), Clean and Inspect WORK ITEM 11: Tanks (JP-5) 5-76-0-J, Clean and Inspect (NSC3&F) WORK ITEM 12: Circuit Breakers (Draw Out), Inspect and Test WORK ITEM 13: Folding Boom Crane Flexible Hoses, Renew WORK ITEM 14: Reverse Osmosis Flexible Hoses, Renew WORK ITEM 15: Anchor Windlass Level 2, Inspect and Repair WORK ITEM 16: Forward and Aft Capstans, Level 2 Overhaul WORK ITEM 17: Helo Hangar Door Curtain Assembly, Renew WORK ITEM 18: Temporary Services, Provide WORK ITEM 19: Deck Covering (Electrical Matting), Renew WORK ITEM 20: Surfaces, Preserve WORK ITEM 21: Gas Turbine Uptake Spaces, Preserve (Full) WORK ITEM 22: Deck Covering (Carpet), Renew WORK ITEM 23: Fire Prevention, Provide WORK ITEM 24: Gas Turbine Exhaust Tie Rod Supports, Renew ii (Rev-3)

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

29MAR2024 2 19 Change of System Color to Blue and **Alternate color (i.e.

Gray) IAW with MIL-STD-15562 can be utilized if unavailable

04APR2024 2 1 Specification changed out in its entirety

04APR2024 2 2 Specification changed out in its entirety

04APR2024 2 19 Paragraph 3.1.5 changed out in its entirety

15APR2024 3 24 Paragraph 3.1.2 Added “A qualified Tech Rep who is familiar with W.R. Davis Engineering”

15APR2024 3 24 Paragraph 3.1.2.1.1 Added “Ensure the Tech Rep has experience with the system stated above and demonstrated on their résumé”

15APR2024 3 24 Paragraph 3.3 Modified to read “Reference Coast Guard Drawing 750-WMSL-259-010, and utilize tech rep’s access to W.R. Davis Engineering Technical Documents”

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-3) iv (Rev-3)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 418A WMSL-512-003, Rev C, HVAC Modifications for Dry Provisions Stowage Mods

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 418A-WMSL-180-003, Rev -, SS-1-69-2 Fan Fdn Modifications Coast Guard Drawing 418A-WMSL-528-001, Rev A, Plumbing and Interior Deck Drain Diagram Coast Guard Drawing 418A-WMSL-530-001, Rev C, Potable Water System Diagram Coast Guard Drawing 418A-WMSL-593-006, Rev -, Reroute Sewage Piping iwo Dry Provisions Rm Coast Guard Drawing 418A-WMSL-672-002, Rev C, Dry Provisions Storeroom Modifications Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans

Coast Guard Drawing 750 WMSL-556-009, Rev -, Anchor Windlass Hydraulic System Description

(ASC556005-02)

Coast Guard Drawing 750 WMSL-581-001, Rev D, Anchor Handling (ASC581001) Coast Guard Drawing 750 WMSL-581-002, Rev B, Anchor Pocket (ASC581002) Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(ASC3085012)

Coast Guard Drawing 750-WMSL-100-051, Rev K, Unit 4310 Structure 01 Level to 02 Level - Fr 44 to

Fr 52 (ASC100431) Coast Guard Drawing 750-WMSL-100-052, Rev K, Unit 4320 Structure 02 Lvl and Above - Fr 48 to Fr

53 (ASC100432)

Coast Guard Drawing 750-WMSL-100-053, Rev K, Unit 4420 Structure - 01 Level and Abv - Fr 52 to Fr

67 (ASC100442)

Coast Guard Drawing 750-WMSL-100-054, Rev H, Stack - Fr 48 to Fr 57 (ASC100443) Coast Guard Drawing 750-WMSL-100-055, Rev H, Unit 4130 03 Level - Pilot House (ASC100413) Coast Guard Drawing 750-WMSL-259-001, Rev H, PRPLN Gas Turbine Air Intake/Exhaust Diagram

(ASC259001)

Coast Guard Drawing 750-WMSL-259-009, Rev A, Turbine Combustion Intake Arrgt & Supports, Details and L/M abv 01 Lvl (ASC259007)

Coast Guard Drawing 750-WMSL-259-010, Rev B, Turbine Combustion Exhaust Arrgt & Supports Dets & L/M above 01 Lvl (ASC259008)

Coast Guard Drawing 750-WMSL-100-21, Rev F, Unit 2100 Struct – Inner Bottom – Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL-100-21, Rev F, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL-100-22, Rev L, Unit 2110 Structure Inner Bottom to 1st Pltf Fr 35 –

44 (ASC100210)

Coast Guard Drawing 750-WMSL-100-26, Rev H, Unit 2200 Structure – Inner Bottom – Fr 44 to Fr 52

(ASC100220)

Coast Guard Drawing 750-WMSL-556-080, Rev -, Three Folding Boom Crane Hydraulic Diagram

(ASC556011)

Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-085-041, Rev -, Tank Capacity Curves (WMSL-755 Only)

(ASC085013F)

Coast Guard Drawing 750-WMSL-100-025, Rev K, Unit 2140 Structure - Main Dk to 01 Lvl - Fr 35 to Fr

44 (ASC100214)

Coast Guard Drawing 750-WMSL-100-033, Rev H, Unit 2320 - 1st Platform to 2nd Deck - Fr 52 to Fr 64

(ASC100232)

Coast Guard Drawing 750-WMSL-100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233)

Coast Guard Drawing 750-WMSL-100-040, Rev M, Unit 3210 Structure - Inner Bot to 1st Platform - Fr 76 to Fr 88 (ASC100321)

Coast Guard Drawing 750-WMSL-100-048, Rev J, Unit 4210 Structure - 01 Lvl to 02 Lvl - Fr 33 to Fr 44

(ASC100421)

Coast Guard Drawing 750-WMSL-100-049, Rev L, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr

44 (ASC100422)

Coast Guard Drawing 750-WMSL-100-084, Rev -, Topside Configuration for NSC 6 & Follow Coast Guard Drawing 750-WMSL-100-36, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-77

(ASC100311)

Coast Guard Drawing 750-WMSL-100-37, Rev H, Unit 3120 Structure - 1st Platf to 2nd Dk - Fr 64 to Fr

76 (ASC100312)

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) Coast Guard Drawing 750-WMSL-169-001, Rev E, Helo Hangar Door Installation (ASC169001) Coast Guard Drawing 750-WMSL-243-002, Rev D, Misc Pressure Vessels Design Details and L/M

(ASC243003)

Coast Guard Drawing 750-WMSL-303-002, Rev D, Coordination of Protective Devices (ASC303004) Coast Guard Drawing 750-WMSL-320-004, Rev D, Power Sys Dk Plan - 1st Platf & Below, Fwd of Fr

36 & Aft of Fr 70 Cable Routing (ASC320003) Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan – Second Dk, Aft of Fr 52

(ASC3200016)

v (Rev-3) vi (Rev-3)

Coast Guard Drawing 750-WMSL-320-012, Rev G, Power Sys Deck Plan – Main Deck Fwd of Fr 52

(ASC320007)

Coast Guard Drawing 750-WMSL-320-016, Rev F, Power Sys Deck Plan – 01 Level (ASC320009) Coast Guard Drawing 750-WMSL-320-038, Rev B, Electrical One Line Diagram (ASC320001) Coast Guard Drawing 750-WMSL-500-002, Rev E, Resilient Hanger Details & Installation (ASC500002) Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and

L/M (ASC501004)

Coast Guard Drawing 750-WMSL-520-503, Rev C, Seawater Cooling Mods IWO New Aft Folding

Cranes Coast Guard Drawing 750-WMSL-528-015, Rev E, Plumbing & Interior Deck Drains and Vent System

Unit 2110 (ASC528211-PD) Coast Guard Drawing 750-WMSL-528-502, Rev -, Forward Gray Water Tank Transfer to Aft Tank Coast Guard Drawing 750-WMSL-528-503, Rev A, Aft Gray Water Tank Strainer Install Coast Guard Drawing 750-WMSL-528-504, Rev -, FWD Gray Water Tank Strainer Install Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC 530312-PW) Coast Guard Drawing 750-WMSL-556-503, Rev G, Hydraulic Piping Mods IWO Aft Folding Crane

Install Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev H, Mooring and Towing Arrangement (ASC582002)

(Unsigned) Coast Guard Drawing 750-WMSL-600-030, Rev J, Fab & Instl of Hull Outfit Design, Unit 3140

(ASC600314)

Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-635-502, Rev -, Insulation Arr & Details Thermal, Acoustic, & Fire

(WMSL 754 & Follow) Coast Guard Drawing 750-WMSL-640-502, Rev -, Furniture Schedule (WMSL 754 & Follow) NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems NAVSEA Drawing 803-5184182, Rev B, Insulation, Passive Fire Protection- Installation Details NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jan 2014, Coatings and Colors Manual Coast Guard Technical Publication (TP) 7082, SWBS 533, 2020, Potable & Chilled Water Tanks Coast Guard Technical Publication (TP) 7165, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and

1SP Shore Power Volume 1 Coast Guard Technical Publication (TP) 7166, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and

1SP Shore Power Volume 2 Coast Guard Technical Publication (TP) 7167, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and

1SP Shore Power Volume 3 vii (Rev-3)

Coast Guard Technical Publication (TP) 7181, Jan 2022, SWBS 169, Helo-Hangar Doors Operation & Maintenance Manual

Coast Guard Technical Publication (TP) 7183B 21 Feb-19, Anchor Windlass - Model 2344A000 Coast Guard Technical Publication (TP) 9557, SWBS 582, Jun 2021, Forward & Aft Capstan – Model

4A0100 Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2022, Electrical

Power for Contractor Tools and Equipment Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2022, General

Requirements for Drawing Preparation Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Inspect, Repair, And Test Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire

Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirement for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install Interior

Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary

Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary

Hull Accesses USCG, HWSL Guidance/Fall Protection Plan, Working Aloft Aboard Cutter

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

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

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds

American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code – Steel viii (Rev-3)

American Welding Society (AWS) D3.5, 2000, Guide for Steel Hull Welding ASTM International (ASTM) D1330, 2022, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting

Corrosion Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment EASA Standard AR 100-2015, Recommended Practice For The Repair Of Rotating Electrical Apparatus.

MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated MIL-DTL-15562, May 1996, Matting or Sheet, Floor Covering Insulating for High Voltage requirements MIL-DTL-32585A, 2021, Insulation, Thermal and Acoustic, Fibrous Glass MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667C w/Int. Amendment 1, 2018, Coating System, Non-Skid, for Roll, Spray, or Self-

Adhering Application MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure NFPA 70E: 2015 Edition Standard for Electrical Safety in the Work Place Schneider Electric Maintenance and Field Testing Guide for Masterpact NT and NW Circuit Breaker

Instruction Bulletin No.06131b1202 Oct 2014 Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C-6183B, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2017, Waterjet Cleaning of Metals – Light Cleaning

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 Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning ix (Rev-3)

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.

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

5 N Bladder, Water NSN: 4510-01-601-2564 PN:

660603996 1 ea. 2,506.00

13 N HOSE ASSEMBLY (S.S)

1.00 ID X 81 IN. LG

SWIVEL “1” TO

PRESSURE

MANIFOLD "P-A-IN"

PN: YMD12291 3 ea. 959.00

13 N HOSE ASSEMBLY (S.S)

1.00 ID X 82 IN. LG

SWIVEL “2” TO

PRESSURE FILTER

MANIFOLD "P-B-IN"

PN: YMD12291 2 ea. 961.00

13 N HOSE ASSEMBLY (S.S)

1.00 ID X 111 IN. LG

SWIVEL “3” TO

CONTROL VALVE

"T1/T2"

PN: YMD12291 2 ea. 1049.00

13 N HOSE ASSEMBLY (S.S)

0.50 ID X 124 IN. LG

SWIVEL “4” TO

DRAIN RESERVOIR

"DR-OUT"

PN: YMD12290 3 ea. 441.00

13 N HOSE ASSEMBLY (S.S)

0.50 ID X 136 IN. LG

SWIVEL “5” TO

DRAIN RESERVOIR

VENT

PN: YMD12290 3 ea. 449.00

13 N HOSE ASSEMBLY (S.S)

0.38 ID X 83 IN. LG

SWIVEL “6” TO

PRESSURE FILTER

MANIFOLD "PP-IN"

PN: YMD12289 3 ea. 316.00

13 N HOSE ASSEMBLY (S.S)

0.375 ID X 112 IN. LG

PRESSURE FILTER

MANIFOLD "PP-Out"

TO CONTROL

VALVE "X"

PN: YMD8960 3 ea. 242.00

13 N HOSE ASSEMBLY (S.S)

1.0 ID X 109 IN. LG

PRESSURE FILTER

MANIFOLD "P-B-

OUT" TO CONTROL

VALVE "P2"

PN: YMD8964 2 ea. 728.00

13 N HOSE ASSEMBLY (S.S)

1.0 ID X 109 IN. LG

PRESSURE FILTER

MANIFOLD "P-A-

Out" TO CONTROL

VALVE "P1"

PN: YMD8964 3 ea. 728.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 62 IN. LG

CONTROL VALVE

"LUFF A" TO LUFF

CYLINDER "E"

PN: YMD8963 3 ea. 419.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 80 IN. LG

CONTROL VALVE

"LUFF B" TO LUFF

CYLINDER "R"

PN: YMD8963 3 ea. 445.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 46 IN. LG

CONTROL VALVE

"SWING A" TO

SWING C.B. VALVE

"VB"

PN: YMD8963 2 ea. 395.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 46 IN. LG

CONTROL VALVE

"SWING B" TO

SWING C.B. VALVE

"VA"

PN: YMD8963 2 ea. 395.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 127 IN. LG

CONTROL VALVE

"WINCH A" TO

WINCH PIPE RUN

PN: YMD8963 2 ea. 507.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 127 IN. LG

CONTROL VALVE

"WINCH B" TO

WINCH PIPE RUN

PN: YMD8963 2 ea. 507.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 87 IN. LG

WINCH PIPE RUN

TO WINCH BRAKE

VALVE "A"

PN: YMD8963 2 ea. 454.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 87 IN. LG

WINCH PIPE RUN

TO WINCH BRAKE

VALVE "B"

PN: YMD8963 2 ea. 454.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 147 IN. LG

CONTROL VALVE

"JIB A" TO JIB

PN: YMD8963 3 ea. 534.00 x Rev-3 xi Rev-3

CYLINDER "E"

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 155 IN. LG

CONTROL VALVE

"JIB B" TO JIB

CYLINDER "R"

PN: YMD8963 2 ea. 544.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 127 IN. LG

CONTROL VALVE

"TELE. A" TO PIPE

RUN

PN: YMD8963 3 ea. 507.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 127 IN. LG

CONTROL VALVE

"TELE. B" TO PIPE

RUN

PN: YMD8963 3 ea. 507.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 87 IN. LG

PIPE RUN TO TELE.

CYLINDER "E"

PN: YMD8963 2 ea. 454.00

13 N HOSE ASSEMBLY (S.S)

0.75 ID X 87 IN. LG

PIPE RUN TO TELE.

CYLINDER "R"

PN: YMD8963 2 ea. 454.00

13 N HOSE ASSEMBLY (S.S)

0.375 ID X 87 IN. LG

WINCH ELR VALVE

"ELR" TO PIPE RUN

PN: YMD8960 2 ea. 227.00

13 N HOSE ASSEMBLY (S.S)

0.375 ID X 144 IN. LG

PIPE RUN TO ELR

MANIFOLD "ELR-1"

PN: YMD8960 2 ea. 260.00

13 N HOSE ASSEMBLY (S.S)

0.375 ID X 82 IN. LG

CONTROL VALVE

"D" TO PIPE RUN

PN: YMD8960 3 ea. 225.00

N

HOSE ASSEMBLY

(S.S.) 1.00 ID X 102 IN.

LG

SWIVEL "3" TO PIPE

RUN

PN: YMD12291

1 ea.

1032.00

HOSE ASSEMBLY (S.S)

0.75 ID X 147 IN. LG

CONTROL VALVE

"JIB B" TO JIB

CYLINDER "R"

PN: YMD8963

494.00

0.75 ID X 124 IN. LG

CONTROL VALVE

"WINCH A" TO

WINCH C.B. VALVE

"VB"

503.00

0.75 ID X 124 IN. LG

CONTROL VALVE

"WINCH B" TO

WINCH C.B. VALVE

"VA"

503.00

0.75 ID X 42 IN. LG

CONTROL VALVE

"SWING A" TO

SWING C.B. VALVE

"VB"

389.00

0.75 ID X 42 IN. LG

CONTROL VALVE

"SWING B" TO

SWING C.B. VALVE

"VA"

389.00

0.75 ID X 92 IN. LG

PIPE RUN TO TELE.

CYLINDER "E"

461.00

0.75 ID X 92 IN. LG

PIPE RUN TO TELE.

CYLINDER "R"

461.00

0.75 ID X 118 IN. LG

CONTROL VALVE

"WINCH CT A" TO

CT WINCH "P"

PN: YMD8964

495.00

1.0 ID X 65 IN. LG

CONTROL VALVE

"T1" TO PIPE RUN

PN: YMD8964

645.00 17 Y Hanger Door Curtain

Assembly Port

NSN: 2040-01-620-3728 PN:

HH3060K-PORT

1 56,000

17 Y Hangar Door Curtain Assembly Starboard

NSN: 2040-01-620-3730 PN:

HH3060K-STBD

1 56,000

17 N Door Curtain Bottom Bar Assembly

NSN: 2040-01-675-5682 PN:

HH3070

2 12,500

17 N Port Door Spring Barrel Assembly

PN: HH3045 1 12,185

17 N Starboard Door Spring Barrel Assembly

PN: HH3040 1 12,185

*Government-loaned property, which must 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-3 xiii Rev-3

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 Deck Covering (Slip-Resistant), Renew

2 Tenting, Provide

3 Tanks (Potable Water), Clean and Inspect

11 Tanks (JP-5) 5-76-0-J, Clean and Inspect (NSC3&F)

12 Circuit Breakers (Draw Out), Inspect and Test

14 Reverse Osmosis Flexible Hoses, Renew

15 Anchor Windlass Level 2, Inspect and Repair

20 Surfaces, Preserve xiv Rev-3

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal

00000_0623_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

None

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

1 Rev-3

2 Rev-3

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s proposal when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.

3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.

3.2 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

• 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 must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Coatings 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. The Contractor must obtain a written COR authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must 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 must 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 must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 7690390037. The EPA ID for the Coast Guard Facility is CA7690390037.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be

3 Rev-3

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 are considered the same as those for welding HY-130.

followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.

3.5.3 Regulatory notifications. The Contractor is 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 COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor must submit copies of all regulatory notifications to the COR and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 COR approval is needed for the Contractor or Subcontractor 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.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications

4 Rev-3 will appear here.

3.7.1 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.

5 Rev-3

6 Rev-3

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 mfg.

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 mfg.

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

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

7 Rev-3

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME

HULL #

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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

8 Rev-3

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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-2/NACE WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE /

TIME

9 Rev-3

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT

QA RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

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

Mean Reading (mils)

10 Rev-3

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

11 Rev-3

(Use one sheet for each sequence)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

VESSEL NAME

HULL #

WORK ITEM

COATING MFG

PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

(BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

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

12 Rev-3

4.2 Tank and Void Assessment form.

13 Rev-3

14 Rev-3

S24_NNN_613NN_ANS_0424_755

WORK ITEM 1: Deck Covering (Slip-Resistant) Tops of Pilot House and MK46 Room, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew deck covering with slip-resistant deck covering system (MIL-PRF-24667 Type V Comp. G/D/L Non-skid) for areas as listed in Table 1.

TABLE 1 SLIP-RESISTANT DECK COVERING

LOCATION COMPO AREA

(SQFT)*

SYSTEM/APPENDIX

(SFLC STD 6310) TOPCOAT COLOR PRESERVE

LEVEL NOTE

Tops of Pilot House and MK46

Equipment Room

Decks, Tops, Foundation, Fittings

980 Weather Decks (Weather Deck Non-Skid, MIL-

SPEC Coating for Steel)

Dark Gray 36076 Match existing adjacent surfaces

Renew MIL-PRF-24667D Type V Comp. G/D/L

Non-skid

*Approximated

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow (AS3085012) Coast Guard Drawing 750-WMSL-100-055, Rev H, Unit 4130 - Structure - 03 Level - Pilot House (ASC100413) Coast Guard Drawing 750-WMSL-100-084, Rev -, Topside Configuration for NSC 6 & Follow NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems

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), 2022, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied

Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for

Preservation of Ship Structures

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel

Qualification and Certification in Nondestructive Testing

15 Rev-3

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting Corrosion MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and

Explosives Safety Afloat The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal

Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-

SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s) :

• 3.3 Operational test – initial

• 3.4 Inspection

3.1.2 Tech Rep. The Contractor must provide the services of Tech Reps and personnel as follows :

• NDE Tech Rep : NDE Operator/Level 1

• Preservation Tech Rep : AMPP Senior Certified Coatings Inspector (NACE CIP Level 3/SSPC PCI Level 3) with

Marine Coatings Inspection Specialty

3.1.2.1 NDE Tech Rep. The Contractor must provide the services of a qualified and certified NDE Operator/Level 1 as follows:

• Perform NDE Operations.

3.1.2.1.1 Qualifications/certifications. NDE Operator/Level 1 certified and qualified in accordance with ASNT No. SNT-TC- 1A. Submit the Tech Rep’s qualifications/certifications to the COR at the Arrival Conference.

3.1.2.1.2 Dates of services. Include the dates of services in which Tech Reps must be on site as per their subcontract documentation.

3.1.2.2 Preservation Tech Rep. The Contractor must provide the services of a Certified Coating Inspector having successfully completed relevant AMPP (NACE/SSPC) Programs and Trainings to:

• Serve as an Independent Coating Tech Rep.

• Accomplish applicable requirements in SFLC Std Spec 0000, Paragraph 3.2.4.2.2 (Coating Tech Rep).

• Oversee the Preservation Plan requirements in SFLC Std Spec 6310, Paragraph 3.2 (Preservation Plan).

• Review and sign daily reports summarizing work. See forms QA-1 thru QA-5 provided in the General

Requirements.

• Submit reports to the COR within 24 hours of each inspection.

3.1.2.2.1 Qualifications/certifications. Submit the Coating Tech Rep’s qualifications/certifications in accordance with SFLC

16 Rev-3

Std Spec 0000, 3.2.4.2.2.3 and 3.2.4.2.4, include name, certificate number and documented completion of relevant AMPP (NACE/SSPC) Courses and Exams.

3.1.2.2.2 Submit the name and the certification of the Tech Rep to the COR at the Arrival Conference. Include the dates of services the Qualified Tech Reps will be on site as per their subcontract documentation.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.3.1 Specific protections. Specific areas/equipment/components to be protected include, but are not limited to:

• Weapons, controls, and components (e.g. MK46)

• Machinery, equipment, and components

• C5ISC Equipment

• Antennas and controls

• Ventilation systems, and components (e.g. ventilation inlets/outlets, and trunks)

• Wash down counter measure fittings

• Drains, covers, and plugs

3.1.3.2 Protection plan. Protection plan must be included in preservation plan. Mast equipment protection needs to be inspected by Coast Guard inspector prior to any preservation work commencing.

3.1.3.3 Inspection of integrity. Inspect the integrity of the protective covering at the beginning of each shift where surface preparation and/or painting will be accomplished. Ensure that equipment and machinery have not been infiltrated by contamination. Clean any contamination and repair any defects in the protective covering prior to continuing work.

3.1.3.4 Watertight closures. Close all weather tight closures in the vicinity of the work area or install double curtain baffles at the entrance of each access door where airborne contamination could occur during surface preparation and painting. Double curtain baffles are necessary at all closures that will be in use during the preservation process.