3 - JAMES (WMSL 418) DS FQ4 DAD 22R0.pdf

USCGC JAMES (WMSL 754)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2022

Developed By: Daniel A Doherty

(Rev-0, 27 April 2022)

USCGC JAMES (WMSL-418) DOCKSIDE AVAILABILITY FY2022

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items ............................................................................................ xv Principal Characteristics ............................................................................................................................. xvi General Requirements WORK ITEM 1: Tanks (MP Fuel Storage and Overflow), Clean and Inspect WORK ITEM 2: Tanks (MP Fuel Overflow), Preserve (100%) WORK ITEM 3: Cargo Handling Elevator, Level 2 Inspect and Repair WORK ITEM 4: Forward and Aft Capstans, Level 2 Overhaul WORK ITEM 5: Incinerator Clean, Inspect and Test WORK ITEM 6: Relief Valves, Inspect And Test WORK ITEM 7: Decks, Preserve (Full) WORK ITEM 8: Potable Water System valves and piping, Renew WORK ITEM 9: Pilot House Spotlight Fixture and Stuffing Tubes, Reseal WORK ITEM 10: Transmitting Magnetic Compass Stand Foundation, Preserve and Reseal WORK ITEM 11: Deck Covering (Ceramic Tile), Partial Renew WORK ITEM 12: Countermeasure Washdown Sprinkler Nozzle, Renew WORK ITEM 13: AFFF Bilge Sprinkling Piping, Modify WORK ITEM 14: Transom Double Doors and Tow Outfits, Modify WORK ITEM 15: Stern Door Hydraulic and Control System, Modify WORK ITEM 16: Central Storeroom Stowage, Modify WORK ITEM 17: HVAC System (Foul Weather Locker, Central Engineering Storeroom and Small Arms

Locker), Modify WORK ITEM 18: Elex Dry Air Compressor Equipment, Install WORK ITEM 19: Crane-Barge Services, Provide WORK ITEM 20: Folding Boom Cranes Repair and Biennial Maintenance, Perform WORK ITEM 21: Cofferdam, Install WORK ITEM 22: Sea Water Valves, Renew WORK ITEM 23: Air Conditioning, Repair WORK ITEM 24: Temporary Services, Provide - Cutter iii (Rev-0)

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-0)

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_530_001, Rev B, Potable Water System Diagram Coast Guard Drawing 418A-WMSL-100-001, Rev A, General Arrangements Coast Guard Drawing 418A-WMSL-101-005, Rev A, Shell Expansion Scantlings Coast Guard Drawing 418A-WMSL-100-006, Rev -, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-167-001, Rev A, Fabrication & Installation Transom Doors Coast Guard Drawing 418A-WMSL-169-001, Rev D, Stern Door Extension and Incidental Mods, Extension Panel Construction Coast Guard Drawing 418A-WMSL-186-001, Rev -, Tow Bitt Structural Reinforcement Coast Guard Drawing 418A-WMSL-506-001, Rev -, Overflow / Air Escapes Sounding Tubes Diagram Coast Guard Drawing 418A-WMSL-512-001, Rev A, HVAC System Diagram Coast Guard Drawing 418A-WMSL-512-005, Rev , HVAC Mods to Central Eng Strm & Foul Weather

GR LKR

Coast Guard Drawing 418A-WMSL-523-001, Rev A, Diagram Washdown Counter Measure System Coast Guard Drawing 418A-WMSL-555-001, Rev A, Foam System Diagram Coast Guard Drawing 418A-WMSL-555-003, Rev A, AFFF Bilge Sprinkling Modifications Coast Guard Drawing 418A-WMSL-556-001, Rev A, Stern Gate Hydraulic System Diagram Coast Guard Drawing 418A-WMSL-672-001, Rev A, Central Engineering Stores Arrangement Mods Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-100-001, Rev H, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-100-021, Rev F, Unit 2100 Structure- Inner Bottom – FR 35 to FR 44 Coast Guard Drawing 750-WMSL-100-026, Rev H, Unit 2200 Structure- Inner Bottom – FR 44 to FR 52 Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure - Inner Bottom - FR 52 to FR 64

(ASC100230)

Coast Guard Drawing 750-WMSL-572-002, Rev B, Elevator Arr & Instl (ASC572002) Coast Guard Drawing 750-WMSL-100-043, Rev L, Unit 3240 – Main Deck To 01 Level – Fr 76 To Fr 82

(ASC100324)

Coast Guard Drawing 750-WMSL-100-045, Rev K, 2nd Dk To Main Dk – Fr 82 to Aft (ASC100333) Coast Guard Drawing 750-WMSL-100-028, Rev J, Unit 2220 Structure – 1st Platf to 2nd Deck – Fr 44 to

Fr 52 (ASC100222) v (Rev-0)

Coast Guard Drawing 750-WMSL-100-036, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-

77 (ASC100311)

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

Coast Guard Drawing 750-WMSL-100-081, Rev -, Hull Lines Plan (ASC100016E) Coast Guard Drawing 750-WMSL-505-001, Rev C, List of Relief Valves (ASC505001) Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram (ASC520001)

(UNSIGNED)

Coast Guard Drawing 750-WMSL-520-004, Rev E, Salt Water Cooling Unit 1320 (ASC520132-SW)

(UNSIGNED)

Coast Guard Drawing 750-WMSL-520-005, Rev E, Salt Water Cooling Unit 2110 Coast Guard Drawing 750-WMSL-520-008, Rev F, Salt Water Cooling Unit 2210 Coast Guard Drawing 750-WMSL-520-011, Rev F, Salt Water Cooling Unit 2320 (ASC520232-SW) Coast Guard Drawing 750-WMSL-520-024, Rev B, Seawater Cooling System Diagram SRD NSC 4 Coast Guard Drawing 750-WMSL-520-506, Rev F, Auxiliary Seawater Piping Mods FWD of FR 52 Coast Guard Drawing 750-WMSL-523-010, Rev C, Washdown Countermeasure Unit 3140 (ASC523314-

CM)

Coast Guard Drawing 750-WMSL-530-023, Rev C, Potable Water UNIT 3230 (ASC530323-PW) Coast Guard Drawing 750-WMSL-600-030, Rev J, Fab & Instl of Hull Outfit Design, Unit 3140

(ASC600314)

Coast Guard Drawing 750-WMSL-600-032 Rev H, Fab & Instl of Hull Outfit Design, Unit 3220

(ASC600322)

Coast Guard Drawing 750-WMSL-612-001, Rev K, Fab & Instl of Exterior Rails, Stanchions & Life

Lines (ASC612001) Coast Guard Drawing 750-WMSL-612-003, Rev C, Helo Landing Area Safety Nets & Wheel Stops Arr and Details (ASC612003) Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-100-045, Rev K, 2nd Dk to Main Dk - FR 82 to Aft (ASC100333) Coast Guard Drawing 750-WMSL-100-083, Rev A, General Arrangements NSC 5 & Follow Coast Guard Drawing 750-WMSL-100-39, Rev M, Mn Dk To 01 Lvl-Fr 64 To Fr 76 (ASC100314) Coast Guard Drawing 750-WMSL-100-041, Rev H, Unit 3220 Structure 1st Platform to 2nd Dk - Fr 76 to

88 (ASC100322)

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

Wide (ASC167001) Coast Guard Drawing 750-WMSL-169-003, Rev E, Fabrication & Installation Transom Doors

(ASC169003)

Coast Guard Drawing 750-WMSL-180-045, Rev E, FDN ARR DWG Design Unit 4130 BKLT NO. 1

(ASC180413) (UNSIGNED)

Coast Guard Drawing 750-WMSL-300-002, Rev C, Electrical Standard Details (ASC300003)

(UNSIGNED)

Coast Guard Drawing 750-WMSL-300-024, Rev C, Unit 2240 - Main Dk Fr 44 to Fr 52 Arr of Elect Eqpt

(ASC300224)

Coast Guard Drawing 750-WMSL-300-042, Rev K, UNIT 4130 Pilot House FR 28 TO FR 35 ARR OF

Elect EQPT (ASC300413) (UNSIGNED) vi (Rev-0)

Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan – Second Dk, Aft of Fr 52

(ASC3200016)

Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan-Second DK, AFT OF FR 52

(ASC320006)

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 (AS1320001) Coast Guard Drawing 750-WMSL-320-510, Rev U, Electrical One LINE Diagram (ASC320001) Coast Guard Drawing 750-WMSL-320-511, Rev G, Power Sys Deck Plan-Second DK, AFT OF FR 52

(ASC320006)

Coast Guard Drawing 750-WMSL-320-523, Rev 0, 750 WMSL USCGC JAMES HVAC Modifications

(ASC3200001E & ASC3200017)

Coast Guard Drawing 750-WMSL-320-577, Rev A, Electrical Mods Incidental to Stern Gate PWR &

CNTRL Enhancement Coast Guard Drawing 750-WMSL-330-023, Rev E, Lighting System Deck Plan 02 Level and Above

(ASC330013) (UNSIGNED)

Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves-Pipe Structure Penetration (SP485000)

(UNSIGNED)

Coast Guard Drawing 750-WMSL-505-015, Rev E, Miscellaneous Pipe Fabrications (SP001094) Coast Guard Drawing 750-WMSL-506-022, Rev B, Ovrflw / Airescapes / Sounding Tubes Unit 2220

(ASC506222-Ae) Coast Guard Drawing 750-WMSL-506-023, Rev C, Overflow / Air Escapes / Sounding Tubes Unit 2230

(ASC506223-Ae) Coast Guard Drawing 750-WMSL-506-031, Rev D, Overflow / Air Escapes / Sounding Tubes - Unit

3210 (ASC506321-Ae) Coast Guard Drawing 750-WMSL-506-033, Rev B, Ovrflw / Airescapes / Sounding Tubes Unit 3230

(ASC506323-Ae) Coast Guard Drawing 750-WMSL-506-512, Rev -, Ferrous Sounding Tube Replacement A & D Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001) Coast Guard Drawing 750-WMSL-512-002, Rev E, Heating and Cooling Load Calculations

(ASC512005)

Coast Guard Drawing 750-WMSL-512-059, Rev C, HVAC Equipment List Coast Guard Drawing 750-WMSL-512-530, Rev E, HVAC Modifications to Fan Rooms Coast Guard Drawing 750-WMSL-512-534, Rev -, HVAC Equipment List Coast Guard Drawing 750-WMSL-512-535, Rev -, HVAC Modifications to Small Arms Locker Coast Guard Drawing 750-WMSL-512-536, Rev -, HVAC Mods for POU Compressor Install Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram

(ASC516001)(UNSIGNED)

Coast Guard Drawing 750-WMSL-523-012, Rev B, Washdown Countermeasure Unit 3240 (ASC523324-

CM)

Coast Guard Drawing 750-WMSL-523-013, Rev A, Washdown Countermeasure Unit 3330 (ASC523333-

CM)

vii (Rev-0)

Coast Guard Drawing 750-WMSL-555-016, Rev D, Foam System Unit 2230 (ASC555223-AF) Coast Guard Drawing 750-WMSL-555-020, Rev D, Foam System Unit 2330 (ASC555233-AF) Coast Guard Drawing 750-WMSL-555-026, Rev C, Foam System Unit 3130 (ASC555313-AF) Coast Guard Drawing 750-WMSL-555-030, Rev B, Foam System Unit 3230 (ASC555323-AF) Coast Guard Drawing 750-WMSL-555-038, Rev D, Foam System Unit 4420 (ASC555442-AF) Coast Guard Drawing 750-WMSL-555-040, Rev C, Foam System Unit 2110 (ASC555211-AF) Coast Guard Drawing 750-WMSL-555-042, Rev B, Foam System Unit 2210 (ASC555221-AF) Coast Guard Drawing 750-WMSL-555-044, Rev D, Foam System Unit 2310 (ASC555231-AF) Coast Guard Drawing 750-WMSL-555-505, Rev A, AFFF Low Point Drains Installation Coast Guard Drawing 750-WMSL-556-003, Rev E, Label Plate List - Blst/Deballast-Overfl/Ae/St-Hydr

Sys (ASC556002) Coast Guard Drawing 750-WMSL-556-006, Rev F Stern Gate Hydraulic System Diagram (ASC556004) Coast Guard Drawing 750-WMSL-556-022, Rev H, Steering Gear and Stern Gate Hydraulic Piping - Unit

3330 (ASC556333-HY)

Coast Guard Drawing 750-WMSL-556-504, Rev B, Mod To Improve Stern Gate Speed Coast Guard Drawing 750-WMSL-556-504, Rev C, Mod To Improve Stern Gate Speed Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-001, Rev E, Anchoring, Mooring, And Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev H, Mooring and Towing Arrangement (ASC582002) Coast Guard Drawing 750-WMSL-593-011, Rev B, Solid Waste System Schematic (ASC593026) Coast Guard Drawing 750-WMSL-631-002, Rev P, Paint Schedule (ASC631002) Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-640-003, Rev G, Furniture Schedule (ASC640003) Coast Guard Drawing 750-WMSL-801-010, Rev A, Booklet of General Plans (NSC 5 Only)

(ASC801001E)

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 7065, SWBS 582, Jun 2007, Forward & Aft Capstan – Model

20834 Coast Guard Technical Publication (TP) 7087, Mar 2011, Pressure Relief Valve Coast Guard Technical Publication (TP) 7107, Jul 2019, Reverse Osmosis Water Purifier –

SW6994463CNG (6,300 Gallon/Day) Coast Guard Technical Publication (TP) 7108, 21-JUN-07, Stores Elevator - Model 20833 Coast Guard Technical Publication (TP) 7608, SWBS 514, February 2012, York/Thermaflo Oz Saver

Portable Refrigerant Recovery Unit, Model 4000 (418 WMSL) Coast Guard Technical Publication (TP) 7794, 01-SEP-21, Sliding Double Transom Door - Model H-

WK-868-29 (Hulls 752 & ON) viii (Rev-0)

Coast Guard Technical Publication (TP) 7794, 08-OCT-15, Sliding Double Transom Door - Model H- WK-868-29 (Hulls 752 & ON)

Coast Guard Technical Publication (TP) 7818A, SWBS 426, June 2020, Transmitting Magnetic Compass

- Final As-Built Booklet

Coast Guard Technical Publication (TP) 7946, SWBS 593, May 2021, Incinerator - Type Atlas 600 S WS & Diesel Oil Tank - Type 600 - Installation, Operation & Maintenance Manual

Coast Guard Technical Publication (TP) S9514-F1-MMA-010, SWBS 514, Sep 2019, Air Conditioning Plant - 130-Ton Capacity, HFC-134A - Description, Operation & Maintenance - REV 2

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

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

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2020, General Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3041 (SFLC Standard Spec 3041), 2020, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Standard Spec 3042), 2020, Shipboard Electrical Cable Removal, Relocation, Splice, Repair and Installation

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machinery Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Standard Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2020, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute (ANSI), A137.1, 2012, Standard Specification for Ceramic Tile 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 Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks ix (Rev-0)

American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and Welding End

American Society of Mechanical Engineers (ASME) B16.5, 2017, Pipe Flanges and Flanged Fittings:

NPS 1/2 through NPS 24.

American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code – Steel ASME/BPVC Section V, Jul 2021, Section V Nondestructive Examination ASTM International (ASTM) A53, July 2020, Standard Specification for Pipe, Steel, Black and Hot-

Dipped, Zinc-Coated Welded and Seamless ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric) ASTM International (ASTM) F708, 2018, Standard Practice for Design and Installation of Rigid Pipe

Hangers ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates ASTM International (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting

Corrosion CGC JAMES Testing and Balancing “WMSL-418 FCA-27 Drawing TEST NO.: JAMES-002 Updates and Work Item” Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2017, Occupational Safety and Health

Standards Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2011, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and

Other Working Surfaces Code of Federal Regulations (CFR) Title 40, Jul 2000, Protection of the Environment Federal Specification (Fed Spec) HH-P-151, July 2020, Packing, Rubber-Sheet, Cloth Insert International Standards Organization (ISO) 4406, 2021, Hydraulic Fluid Power – Fluids – Method for

Coding the Level of Contamination by Solid Particles Ketema LP, Sep 2002, DXT Direct Expansion Evaporator Installation, Operation, and Maintenance

Instructions Manufacturers Standardization Society of the Valve and Fittings Industry ANSI/MSS SP-58, 2018, Pipe

Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves MIL-DTL-24643, Dec 2011, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for MIL-DTL-24643, Oct 2009, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-17672, 14 Oct 2010, Hydraulic Fluid, Petroleum, Inhibited x (Rev-0)

MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24176C, Oct 2004, 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-STD-1310, Sep 2009, Shipboard Bonding, Grounding, and Other Techniques for Electromagnetic

Compatibility and Safety MIL-STD-1310, Sept 2009, Shipboard Bonding, Grounding, & Other Techniques for Electromagnetic

Compatibility, Electromagnetic Pulse (EMP) Mitigation, and Safety MIL-STD-1627, Sep 1994, Bending of Pipe or Tube for Ship Piping Systems MIL-STD-2003-2, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Equipment) MIL-STD-2003-3, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations) MIL-STD-2003-3B, Oct 2020, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations) MIL-STD-419, Aug 2017, Cleaning and Protecting Piping, Tubing and Fittings for Hydraulic Power

Transmission Equipment MSS SP-58, 2018, Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, And Installation NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details Naval Sea Systems Command (NAVSEA) S0600-AA-PRO-160, 8/15/2008, Underwater Ship Husbandry

Manuals - Chapter 16 (Cofferdams) Naval Sea Systems Command (NAVSEA) Technical Manual (TM) S6435-TL-MMI-010, Rev 9, Angle

Relief Valve – Type D50 Naval Sea System Command (NAVSEA) Technical Manual (TM) S6435-TP-MMI-010, Rev 5, Angle

Relief Valves BCS Series for Air/Gas Service Naval Sea Systems Command (NAVSEA) Technical Manual (TM) S6435-UU-MMO-010, Rev 5, Angle

Relief Valve – Model D50FF Society of Automotive Engineers (SAE) J1942/1, 2020, Qualified Hoses for Marine Applications The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool 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), 2004, 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 10/NACE No. 2, 2007, Near-White Blast Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning xi (Rev-0)

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)

15 N TUBE, 1 INCH OD X 0,095" WALL,

SEAMLESS, ASTM, A312 (Piece 13 of Coast Guard Drawing 750-WMSL-556-

504)**

10 Feet $250.00

15 N Integrated Motor Pump, 460 Volt AC, 60 HP Motor (Piece 15 of Coast Guard Drawing 750-WMSL-556-504) **

MP45-B1-R-VQ81N-B-

F1/V003-A-F1

1 ea. 14,588.00

15 N DIRECT -ACTING RELIEF VALVE -

PILOT CAPACITY, 2,5 GPM

CAPACITY, T-8 CAVITY, 1000 PSI SET

POINT(Piece 49 of Coast Guard Drawing

750-WMSL-556-504) **

SUN HYDRAULICS

RBAECAN

1 $500.00

15 N LINE MOUNT MANIFOLD SIZE -06

(9/16" -18 UN/UNF-2B) SAE - ORB

FEMALE PORTS, 90 DEGREE FLOW

PATH, T-8A CAVITY (Piece 50 of Coast Guard Drawing 750-WMSL-556-504) **

SUN HYDRAULICS

WFO

2 $250.00

15 N ROTARY FLOW DIVIDER ,

EXTERNAL GEAR, 1 1/4" FEMALE

SAE ORB INLET X 2 EACH 1"

FEMALE SAL ORB OUTLETS, NO

RELIEF VALVE, 50 GPM MAX INLET

FLOW (Piece 57 of Coast Guard Drawing

750-WMSL-556-504) **

VIKING ROTARY

FLOW DIVIDER GD-

07DD00-GO

1 $500.00

15 N PILOT-OPERATED, BALANCED

PISTON RELIEF VALVE CARTRIDGE,

50 GPM CAPACITY, T-3A CAVITY,

1000 PSI SET PONT (Piece 58 of Coast Guard Drawing 750-WMSL-556-504) **

SUN-HYDRAULICS

RPGC-LAN

2 $250.00

15 N LINE MOUNT MANIFOLD, THROUGH

PORT WINI GAUGE PORT, SIZE -16 (1

5/16"-12 UN/UF-2B) FEMALE SAE-ORB

UNE PORTS,SIZE -04 (7/16"-20

UN/UNF-2B) FEMALE SAE-ORB GAGE

PORT, T-3A CAVITY (Piece 59 of Coast Guard Drawing 750-WMSL-556-504) **

SUN HYDRAULIC

VFW

2 $500.00

15 N DO8 STANDARD FLOW PARALLEL

MANIFOLD, 4 STATIONS, SAE-ORB

PORTS, WITH "X" PORT OPTION AND

SUN CAVITY T-3A FOR RELIEF

VALVE CARTRIDGE (Piece 67 of Coast Guard Drawing 750-WMSL-556-504) **

DAMAN DD8P0455/1S 1 $750.00

14 N ADJUSTABLE NEEDLE VALVE SUN HYDRAULIC 3 $75.00

xii (Rev-0)

CARTRIDGE, 140 GPM CAPACITY, T-

18A CAVITY (Piece 68 of Coast Guard

Drawing 750-WMSL-556-504) **

NFFDLIN

15 N SANDWICH MANIFOLD, ISO 08, T-18-

A CAVITY ON P (Piece 69 of Coast

Guard Drawing 750-WMSL-556-504) **

SUN HYDRAULIC IBO 3 $500.00

15 N FAST-ACTING, PILOT-OPERATED,

BALANCED PISTON RELIEF VANE

CARTRIDGE, 50 GPM CAPACITY, T-

3A CAVITY, 1100 PSI SET POINT (Piece 70 of Coast Guard Drawing 750-WMSL-

556-504) **

SUN HYDRAULIC

RPGELAN

1 $500.00

15 N DIRECTIONAL CONTROL VALVE,

DOUBLE SOLENOID, 3 POSITION ,

SPRING CENTERED, EXT PLOT,

INTERNAL DRAIN, 120 VAC/60 HZ,

MANUAL OVERIDE , MANAPLUG

(MIN) WITH LIGHTS (Piece 71 of Coast Guard Drawing 750-WMSL-556-504) **

PARKER

D61VW00WC5NYGP56

3 $350.00

15 N DIRECTIONAL CONTROL VALVE,

SINGLE SOLENOID, 2 POSITION,

SPRING CENTERED, EXT PLOT,

MEDIAL DRAIN, 120 VAC/60 HZ,

MANUAL OVERIDE, MANAPLUG

(MINI) WITH LIGHTS (Piece 72 of Coast Guard Drawing 750-WMSL-556-504) **

PARKER

D81VW002E5NYGP56

1 $500.00

15 N PILOT-TO-OPEN CHECK VALVE

WITH STANDARD PILOTCARTRIDGE,

60 GPM CAPACITY, T-17-A CAVITY

(Piece 73 of Coast Guard Drawing 750-

WMSL-556-504) **

SUN HYDRAULIC

CKGBXCN

2 $250.00

15 N SANDWICH MANFOLD• ISO 08, ON

A AND B W1TH CROSS PILOT, T-17-6

CAVITY (Piece 74 of Coast Guard Drawing 750-WMSL-556-504) **

SUN HYDRAULIC

HBN/S

2 $500.00

15 N PLUG, HEX HEAD, SIZE -16 (1 5/16"-12

UN/UNF-2A) MALE SAE-ORB (Piece 75 of Coast Guard Drawing 750-WMSL-556-

504) **

PARKER 16 PSON 5 $25.00

15 N PLUG, HEX HEAD, SIZE -20 (1 5/8"-12

UN/UNF-2A) VALE SAE-ORB ORB

(Piece 76 of Coast Guard Drawing 750-

WMSL-556-504) **

PARKER 20 PSON 1 $25.00

15 N UNION, 1" PS FEMALE SOCKET

WELD X WE -16 (1 5/16"-12 UN/UNF-

2A) MALE SAE-ORB (Piece 85 of Coast Guard Drawing 750-WMSL-556-504) **

DERBYSHIRE

MARINE MP303-5-16

15 $10.00

15 N LINE MOUNT MANIFOLD , CROSS

PILOT, 1" SAE ORB LNE PORTS, T-17A

CAVITIES, 2 CAVITIES (Piece 89 of

SUN HYDRAULIC

YJM

2 $250.00 xiii (Rev-0)

Coast Guard Drawing 750-WMSL-556-

504) **

15 N 3,1 PILOT RATIO, , STANDARD

CAPACITY COUNTERBALANCE

VALVE, 60 GPM CAPACITY, T-17A

CAVITY, 1000 PSI RELIEF SET PONT

(Piece 90 of Coast Guard Drawing 750-

WMSL-556-504) **

SUN HYDRAULIC

CGGALHN

4 $100.00

15 N PIPE, 1/2" IPS, SCHD 40, SEAMLESS,

ASTM A3I2 (Piece 93 of Coast Guard

Drawing 750-WMSL-556-504) **

3, 4’segments

$250.00

15 N DIRECT-ACTING RELIEF VALVE -

PILOT CAPACITY, 2,5 GPM

CAPACITY, T-84 CAVITY, 200 PSI SET

POINT (Piece 103 of Coast Guard Drawing 750-WMSL-556-504) **

SUN HYDRAULIC

RBAECEN

1 $250.00

15 N Topworx 7FA6-73658-3DD 4 $605.00 15 N Topworx 7FD1-73658-3DD 2 $619.00 15 N Topworx 7FG7-73658-3DD 2 $633.00 15 N Topworx 3PIN IMPLLSE, 2 ft

Cable 8 $150.00

15 N Center Gasket OEM Dwg# D-WK-868-40 (Item 06)

NSN: 5330-01-649-2524 1 $390.13

15 N Port Upper Gasket OEM Dwg# D-WK- 868-40 (Item 12)

15 N Port Lower Gasket OEM Dwg# D-WK- 868-40 (Item 13)

NSN: 5330-01-649-2507 1 $390.13

15 N Stbd Upper Gasket OEM Dwg# D-WK- 868-40 (Item 14)

NSN: 5330-01-649-7389 1 $390.13

15 N Stbd Lower Gasket OEM Dwg# D-WK- 868-40 (Item 15)

NSN: 5330-01-649-7391 1 $390.13

15 N Port Lower Guide Rail OEM Dwg# D- WK-868-42 (Item 24)

NSN: 5340-01-649-7443 1 $2,950.00

15 N Port Middle Guide Rail OEM Dwg# D- WK-868-42 (Item 25)

NSN: 5340-01-649-7452 1 $2,950.00

15 N Port Upper Guide Rail OEM Dwg# D- WK-868-42 (Item 26)

NSN: 5340-01-649-7462 1 $2,950.00

15 N Stbd Lower Guide Rail OEM Dwg# D- WK-868-42 (Item 27)

NSN: 5340-01-649-7470 1 $2,450.00

15 N Stbd Middle Guide Rail OEM Dwg# D- WK-868-42 (Item 28)

NSN: 5340-01-650-1580 1 $2,450.00

15 N Stbd Upper Guide Rail OEM Dwg# D- WK-868-42 (Item 29)

NSN: 5340-01-650-1575 1 $2,450.00

15 JUMO Thermometer 608540/0280-643-00-0- 847-8-144-26-150-21/5220

Scale C+F

1 $452.42

16 N Hatch, 30 in. x 30 in. flush, individually dogged, 15 psi, Steel

PN: JE200-37435-1 1 7,000.00

18 N Atlas Copco SF6 + AP 7.5 HP, Oil Free Scroll Air Compressor, 30 Inch X 26 Inch

8153611358 2 8770.85 xiv (Rev-0)

X 33 Inch, Approximate Weight 350 Lbs.

18 N AtlasCopco,CD+10,21.SCFM@100psi,160 psi(g) Heatless Regenerative Desiccant Air Dryer,40 Deg. F Dew Point, 115/1/60, 1/2"

Connection Size (NPT), with Timer Control

8102320184 2 2688.00

18 N Atlas Copco LV120-200,120 Gallon, Receiver 25 Inch X 24 Inch X 74 Inch, Approximate Weight 275 Lbs.

1310072051 1 900.00

18 N Atlas Copco Electronic Water Drain Valve, 230 PSI, 138 CFM, 6.7 Inch X 2.8

Inch X 4.5 Inch

8102044040 2 203.50

18 N Atlas Copco Gauge Kit for receiver 1280585377 1 900.00 18 N Window, Heated, Fixed, Pilot House with

Wiper Assembly Wynn type C by Cornell- Car

CC-10082-1 1 2500.00

18 N Elektronikon MK 5 Graphic Controller 8092293466 2 616.00 *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 xv (Rev-0)

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 Tanks (MP Fuel Storage and Overflow), Clean and Inspect

7 Decks, Preserve (Full)

14 Stern Door Hydraulic and Control System, Modify xvi (Rev-0)

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

1 (Rev-0)

00000_0222_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

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

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

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

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 of 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.

2 (Rev-0)

3.1.1 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.

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

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO 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:

• 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 “measurements” 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 (Rev-0)

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: NONE.

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 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 Contracting Officer or 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 Contracting Officer 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

4 (Rev-0)

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 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor 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. The Contractor must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 8636. Add missing paragraphs between 3.2 and 3.5 of Std Spec 8636 as follows:

“3.3 Access cut boundaries. The Contractor shall ensure that access cuts comply with the requirements and restrictions detailed in the following and in SFLC Std Spec 0740, and referenced codes.

3.3.1 Location of boundaries. Boundaries of access cuts and closure plates shall, in general, be located between principal ship framing, bulkheads, and other structural members and shall be at least three inches from any of these members or from the toes of other welds. A reduction in this three inch minimum may be approved by the KO on a case by case basis provided sufficient clearance is maintained for welding and inspection requirements.

The boundaries of access cuts and closure plates should land on existing butts or seams, wherever practicable. The boundaries of prior access cuts should be utilized wherever possible. Boundaries may extend across one or more frames as required for the size of the opening.

3.3.2 Access hole dimensions and arrangements. Holes or access cuts shall be the minimum size necessary and shall be in accordance with the following:

• Rectangular access cuts and closure plates welded into primary hull structure shall be at least 12 inches wide in the lesser dimension.

• For circular access cuts, the minimum diameter shall be 4T, where T = thickness of the involved structural member, but not less than three inches.

• Circular closure plates for access cuts less than two feet in diameter shall be dished 1/16 to 1/8 inch to allow for shrinkage when welded.

• Corners of rectangular access cuts and closure plates shall have a minimum radius of 6 inches except when a boundary lands on an existing hull longitudinal seam or transverse butt weld.

• Corners at an existing seam or butt shall intersect at a 90 degree angle.

• Cuts that are to cross existing butts or seams shall do so at an angle of 90 degrees plus or minus 15 degrees.

• In primary hull structure, existing welds forming the boundary of a cut shall be cut back 3 inches beyond the toe of the access cut, except that the cut back shall not intersect or cross an existing weld, 5 (Rev-0) frame, or structural member. In which case, the cut back may be reduced to a minimum of two inches in length.

• Existing welds crossed by the cut shall not be cut back.

3.3.3 Primary hull structure. Primary Hull Structure includes the shell, main strength decks, principal longitudinal bulkheads, vertical keel, deep web girders and stiffeners designed to withstand the ship bending stress.

3.3.4 Mechanically fastened joints. Welding closer than six inches to a mechanically fastened joint should be avoided. When access cuts cross or come within six inches of a mechanically fastened joint, the fasteners shall be checked for tightness and if necessary, loose fasteners shall be seal welded or removed, and replaced for a distance of 6 inches beyond the edge of the cut. When a cut crosses a mechanically fastened seam the cut plates shall be repaired using single V welds backed with glass tape (MIL-C-20079) to prevent fusion between the mechanically fastened plates.

3.4 Ship integrity maintenance. The Contractor shall maintain safety and ship integrity by installing temporary guarding and coaming, in addition to weathertight and watertight closures. Remove these temporary fabrications after closing the hull access, and grind surfaces flush in way of removals. For shell plating cuts made at or below the waterline where temporary closures are impractical, the Contractor shall secure each vulnerable compartment and subdivision to minimize potential damage to the extent permitted by the scope and urgency of the work.

3.4.1 Guarding. Install temporary guards in accordance with 29 CFR 1915.73.

3.4.2 Coaming. Ensure that in areas where flammable liquids may be stored, a 4 inch high metal coaming shall be installed on the surface of the deck with tack welds and fully sealed with caulking compound. The coaming shall encircle the access cut in the deck.

3.4.3 Weathertight and contamination closures. Fabricate temporary closures, using fire retardant material, before cutting access openings and install closures whenever access is not in use. Closures shall be:

• Constructed to protect the access from inclement weather and entry of contaminants (shall include a coaming or dam on the deck to redirect rain runoff away from the opening).

• Fitted with fasteners that permit rapid installation and removal.

• Able to support a minimum of 150 pounds per square foot for horizontal deck closures.

• Where the access opening is in way of a removed hatch, scuttle or door, the closure shall be configured to allow normal passage of ship’s personnel and equipment.

3.4.4 Watertight closures. Ensure that access openings created four feet or less above the maximum anticipated waterline shall include temporary watertight closures when the vessel is waterborne.”

NOTE

NAVSEA S0600-AA-PRO-160/CH16 provides requirements for design, fabrication, and installation of temporary watertight closures.”

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.

6 (Rev-0)

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,…