MAPLE Attachment- 2 Specification.pdf

PDF 2 MB Posted Jul 27, 2026

Attached to: CGC MAPLE DOCKSIDE REPAIRS Federal contract opportunity
Solicitation number: 70Z08526QIBCT0061
Issued by: Department of Homeland Security US Coast Guard

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Written by GovTribe AI · Jul 27, 2026

USCGC MAPLE (WLB-225B) DOCKSIDE REPAIRS SPECIFICATION

This is a detailed specification document for dockside repairs to USCGC MAPLE (WLB-225B), a 225-foot Medium Endurance Cutter operated by the Department of Homeland Security US Coast Guard. The specification was developed by Jason W. Taylor in June 2026 (Revision 0) and outlines 38 distinct work items organized across fire prevention, tank maintenance, equipment servicing, preservation, and structural repairs. Work items include cleaning and inspecting hydraulic oil storage tanks, lube oil tanks, and sewage holding tanks; servicing major mechanical equipment such as crossdeck winches, davits, buoy cranes, and cargo hatches; commercial cleaning of exhaust piping for main diesel engines and generators and ventilation ducting systems; and preservation/renewal of hull fittings, deck coverings, piping insulation, and watertight penetrations. Critical inspection items designated for completion within the first 25% of the contract period include hydraulic cargo hatches, chain stoppers, winches, davits, and buoy cranes.

The specification references extensive Coast Guard drawings, technical publications, Surface Forces Logistics Center (SFLC) Standard Specifications, military standards, and commercial standards including ASTM, MSS, and SSPC requirements. Government-furnished property valued at approximately $223,000 includes replacement parts (wire rope assemblies, seal kits, bearing components, valve assemblies, hydraulic motors), two davit in-place overhaul kits, four heated pilot house windows, 11 LED floodlights, and various other repair components. The specification mandates compliance with OSHA regulations (29 CFR 1915), environmental protection requirements including SPCC and NPDES storm water permits, fire prevention protocols per SFLC Standard Specification 5550, welding standards per SFLC Std Spec 0740, and preservation/coating systems per SFLC Std Spec 6310 with detailed quality assurance inspection forms (QA-1 through QA-5) for surface preparation, coating application, and thickness verification. The contract requires submission of Critical Inspection Reports (CIRs) and Completion Field Reports (CFRs) for designated work items and operational testing before and after repairs.

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Other files for this federal contract opportunity

Other files attached to CGC MAPLE DOCKSIDE REPAIRS, newest first.
File	Type	Posted
MAPLE 70Z08526QIBCT0061 Amendment A0001.pdf	PDF	Aug 21, 2026
MAPLE Attachment - 1 Pricing Schedule.xls	XLS spreadsheet	Jul 27, 2026
MAPLE Attachment - 4 Request for Clarification.docx	DOCX document	Jul 27, 2026
USCGC MAPLE Attachment-7 USCG Ombudsman Notice.pdf	PDF	Jul 27, 2026
MAPLE Attachment -5a J and A Work Item-019 Welin Lambie Dual Point Davit.pdf	PDF	Jul 27, 2026
MAPLE Attachment -5b J and A Work Item-020 Appleton - Buoy Crane.pdf	PDF	Jul 27, 2026
MAPLE DOCKSIDE REPAIRS SOLICITATION - 70Z08526QIBCT0061.pdf	PDF	Jul 27, 2026
USCGC MAPLE Attachment - 3 Past Performance Information.docx	DOCX document	Jul 27, 2026
USCGC MAPLE Attahment-6 Pier Limitation Report.pdf	PDF	Jul 27, 2026

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USCGC MAPLE (WLB 207)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

Developed By: Jason W. Taylor

(Rev-0, 17 June 2026)

USCGC MAPLE (WLB-225B) DOCKSIDE AVAILABILITY FY2026

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Fire Prevention Requirements Dockside WORK ITEM 2: Tanks, Hydraulic Oil Stowage and Service, Clean and Inspect WORK ITEM 3: Tanks, Lube Oil, Clean and Inspect WORK ITEM 4: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 5: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean WORK ITEM 6: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean WORK ITEM 7: Vent Ducts, Engine and Motor Room, All, Commercial Cleaning WORK ITEM 8: Vent Ducts, Galley and Pantry Room, All, Commercial Cleaning WORK ITEM 9: Vent Ducts, Laundry Exhaust, Commercial Cleaning WORK ITEM 10: Vent Ducts, All Other, Commercial Cleaning WORK ITEM 11: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 12: Compressed Air Receivers and System Valves, All, Clean, Inspect, Hydro and Lift ... 53 WORK ITEM 13: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test WORK ITEM 14: Hydraulic Chain Stoppers, Inspect and Service WORK ITEM 15: Crossdeck Winches, Inspect and Service WORK ITEM 16: Hydraulic Inhaul Winch, Inspect and Service WORK ITEM 17: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 18: Single Point Davit, Inspect and Service WORK ITEM 19: Welin Lambie Dual Point Davit TWPIV 5.0B, Inspect, Test, and Overhaul WORK ITEM 20: Buoy Crane, Appleton EB600-60-40, Inspect and Service WORK ITEM 21: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 22: Sewage Holding Tanks, Clean and Inspect WORK ITEM 23: Tanks (Sewage Holding), Preserve, 100 percent WORK ITEM 24: Pilot House Window Renew WORK ITEM 25: Hand Rail Stanchion Renew WORK ITEM 26: Non-Buoy Weather Deck LED Flood Lights, Replace WORK ITEM 27: Compartment Decks, Preserve WORK ITEM 28: Watertight Deck Penetrations, Renew WORK ITEM 29: External Deck Drain, Renew WORK ITEM 30: Vent Closures, Renew WORK ITEM 31: Weather Deck Kickpipes, Renew WORK ITEM 32: Vent Screens and Louvers, Renew WORK ITEM 33: Piping Insulation, Renew WORK ITEM 34: Compartment Insulation Renew WORK ITEM 35: Deck Covering (Interior Dry/Carpet), Renew WORK ITEM 36: Aft Capstan Control Stand Foundation Repair WORK ITEM 37: Buoy Deck Control Booth Plating Repair WORK ITEM 38: Buoy Port Fairing Repair 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 225B WLB 111-001, Rev A, Shell Expansion Coast Guard Drawing 225B WLB 180-006, Rev G, Foundations Hull Block 950 Coast Guard Drawing 225B WLB 256-001, Rev T, Seawater Cooling Sys Diagram Coast Guard Drawing 225B WLB 259-001, Rev D, Combustion Intake & Exhaust Diagram Coast Guard Drawing 225B WLB 259-005, Rev C, Combustion Intake & Exhaust A&D Hull Block 940 Coast Guard Drawing 225B WLB 259-006, Rev D, Combustion Intake & Exhaust A&D Hull Blocks 970

& 975 Coast Guard Drawing 225B-WLB 320-001, Rev AK, Electrical One-Line Wiring Diagram Coast Guard Drawing 225B WLB 320-007, Rev M, Pwr Sys Dk Plan 02 Lvl & Abv, Hull Blk 960B, 975

& 970 Coast Guard Drawing 225B WLB 330-002, Rev M, Lighting System Forward of FR. 30 Hill Block

910/901 Coast Guard Drawing 225B WLB 330-006, Rev E, Lighting System, Main Dk & 01 LVL, FR 57-92, HULL BLK 960A/970

Coast Guard Drawing 225B WLB 330-007, Rev T, Lighting System 02 Level & Above Hull Block

960B/975 & 970 Partial Coast Guard Drawing 225B WLB 432-005, Rev. F, Snd Pwr Tel Ckts Blk, Wrg Dk Plan & Elem Wrg

Diagram Coast Guard Drawing 225B WLB 434-008, Rev. B, MMA CCTV Security System Elementary Wiring

Diagram Coast Guard Drawing 225/B WLB 437-001, Rev. K/B, Tank Level Indicating System Block Wiring Deck

Plan &Elementary Wiring Diagram Coast Guard Drawing 225B WLB 505-001, Rev D; General Requirements for Piping Systems Coast Guard Drawing 225B WLB 508-001, Rev A, Thermal Insulation for Mchry, Equipment & Piping Coast Guard Drawing 225B WLB 509-001, Rev A, Duct, Trunk & Machinery Insulation Details Coast Guard Drawing 225B WLB 512-001, Rev K, HVAC Diagram Coast Guard Drawing 225B WLB 512-007, Rev B, HVAC A&D Fr 66-92 Innerbottom & 1st Plat

Hullblock 94 Coast Guard Drawing 225B WLB 512-017, Rev B, MMA HVAC System Diagram Coast Guard Drawing 225B WLB 512-018 HVAC Arrangement & Detail Incidental to MMA v (Rev-0)

Coast Guard Drawing 225B WLB 512-019 Ventilation Schedule Incidental to MMA Coast Guard Drawing 225B WLB 512-020 Ventilation Mods Incidental to ATON Crane Upgrade to

MMA

Coast Guard Drawing 225B WLB 512-021 HVAC Mods to E1-57-2-&S1-59-1 Incidental to MMA Coast Guard Drawing 225B WLB 516-003, Rev B, Refrigeration Sys Piping A/D Blks 930, 940, & 960 Coast Guard Drawing 225B WLB 528-001, Rev G, Plumbing and Interior Deck Drains Coast Guard Drawing 225B WLB 528-002, Rev E, Weather Deck Drains Diagram Coast Guard Drawing 225B WLB 528-010, Rev D, Weather Deck Drains A/D, FR 12 AFT, BLKS 910, 920, 930, 940, 960 & 970 Coast Guard Drawing 225B WLB 532-002, Rev F, Potable Water System Diagram Coast Guard Drawing 225B WLB 541-001, Rev J, Fuel Oil System Diagram Coast Guard Drawing 225B WLB 541-007, Rev D; Incinerator Fuel Oil Service Tank Coast Guard Drawing 225B WLB 549-001, Rev F, Onboard Lubrication Requirements Coast Guard Drawing 225B WLB 551-001, Rev G, Compressed Air System Diagram Coast Guard Drawing 225B WLB 556-001, Rev F, Hydraulic System Diagram Coast Guard Drawing 225B WLB 556-005, Rev D, Aft Hydraulic System A/D, Fr 66 Aft, Block 950, 970 Coast Guard Drawing 225B WLB 561-001, Rev D, Steering Gear Hydraulic Diagram Coast Guard Drawing 225B WLB 561-005, Rev E; Steering Gear Heat Exchanger Replacement Coast Guard Drawing 225B WLB 573-001, Rev L, Buoy Handling System Coast Guard Drawing 225 WLB 573-002, Rev F, Weight Handling System Arrangement Coast Guard Drawing 225B WLB 573-005, Rev D, Buoy Deck Equipment Guard Rails Coast Guard Drawing 225B WLB 573-009, Rev G, Bi-Dir Ch Stopper with Retractable Roller Stopper Coast Guard Drawing 225B WLB 573-011, Rev G, ATON Tie Downs Coast Guard Drawing 225B WLB 573-012, Rev -, Rising Sheave Chain Stopper Ripout Incidental to

Upgrade Coast Guard Drawing 225B WLB 573-013, Rev B, Rising Sheave Chain Stopper Mechanical Mods

Incidental to Upgrade Coast Guard Drawing 225B WLB 573-014, Rev -, Rising Sheave Chain Stopper Hydraulic Mods

Incidental to Upgrade Coast Guard Drawing 225B WLB 583-002, Rev E, MMA Installation of Dual Davit Coast Guard Drawing 225B WLB 593-001, Rev E, Sewage and Wastewater System Coast Guard Drawing 225B WLB 593-009, Rev B, Sewage Holding Tank Coast Guard Drawing 225B WLB 601-001, Rev P, General Arrangements Inboard & Outboard Profiles Coast Guard Drawing 225B WLB 601-002, Rev N, Booklet of General Drawings Coast Guard Drawing 225B WLB 612-001, Rev M, Lifelines, Liferails & Stanchions Coast Guard Drawing 225B WLM 625-001, Rev D, Windows and Portlights Coast Guard Drawing 225B WLM 631-002, Rev G, Painting Schedule Coast Guard Drawing 225B WLB 634-001, Rev F, Deck Cover Schedule Coast Guard Drawing 225B WLB 635-001, Rev E, Hull Thermal Acoustic Insulation Schedule Coast Guard Drawing 225B WLB 672-001, Rev C, Storerooms, Cargo Stowage and Ship Store

Arrangement and Details vi (Rev-0)

Coast Guard Drawing 225 WLB 801-004, Rev E, Booklet of Tank Sounding Tables Coast Guard Drawing 225B WLB 801-005, Rev A Tank Capacity Curves Coast Guard Drawing 225B WLB 801-013, Rev B, Midship Section & Typical Sections Coast Guard Drawing 225B WLB 801-015, Rev B, Scantling, Decks, & Platforms Coast Guard Drawing 225B WLB 801-016, Rev -, Scantlings, Watertight Bulkheads Coast Guard Drawing 225B WLB 801-019, Rev E, Booklet of Tank Sounding Tables, WLB-207 Coast Guard Drawing 225B WLB 801-020, Rev B, Tank Capacity Curves Coast Guard Drawing 225B WLB 910-003, Rev F, Hull Block 910 - Block Assembly Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain Coast Guard Drawing FL 2605-034, Rev D, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1-

1/4" Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1 Coast Guard Drawing FL 1702-11, Rev -, Inspection of Sheaves NAVSEA Drawing 2803-980209, Plates, Label NAVSEA Drawing 803-1385866, Penetrations; Bulkhead and Deck NAVSEA Drawing 804-5773932, Rev A, Acoustic & Thermal Insulation for Ducts Installation Details NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3D, Sep 2020, Coatings and Colors

Manual Coast Guard Technical Publication (TP) 10512, Section 573, Rev A, July 2018, Buoy Handling Crane –

Model EB600-60-40 Coast Guard Technical Publication (TP) 11101, SWBS 583, Rev A, 2012, Section A (SWBS 583A), Davit, Single Point Slewing Arm Model - RAD30 - 15.5 (BMD-710) Coast Guard Technical Publication (TP) 3241A, SWBS 625 Coast Guard Technical Publication (TP) 3498, Section A, Feb 2021, Buoy Chain Winch Coast Guard Technical Publication (TP) 3555, Rev A, Jan 2022, Steering Gear Systems Coast Guard Technical Publication (TP) 3558, Feb 2019, Manufacturer’s Instruction Book-SWBS

Group(s) 573, Section B, Cross Deck Winch – Model BMD-471 Coast Guard Technical Publication (TP) 3559, Section 582, Rev B, Aug 2022, Aft Capstan, 21” - Model

BMD-475

Coast Guard Technical Publication (TP) 3562, Sep 2023, SWBS 589, Section C, Dumbwaiter, Model –F-

WK-806

Coast Guard Technical Publication (TP) 3717, Jun 2003, Hydraulic Cargo Hatch Coast Guard Technical Publication (TP) 3749, Apr 2005, 1-7/8 Inch ATON Mechanical Chain Stopper Coast Guard Technical Publication (TP) 3750, SWBS 573-A, Oct 2015, Rising Sheave Chain Stopper Coast Guard Technical Publication (TP) 3796, Section A, May 2019, Galley Hood – Model NBDL-60

(13’-4”) Coast Guard Technical Publication (TP) 5458, SWBS 573, Rev -, 2012, Winch, Radial – Model 50.2PT Coast Guard Technical Publication (TP) T9625-AA-MMO-010, May 2014, Window, Electrically

Heated/Deicing vii (Rev-0)

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 3020 (SFLC Std Spec 3020), 2022, Overhaul AC Electrical Motors

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 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2022, Clean Shipboard Ventilation 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, Requirements 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

OTHER REFERENCES

40 CFR Part 82, Subpart F, Protection of Stratospheric Ozone American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities 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, 2015, Drinking Water System

Components - Health Effects American Society for Testing and Materials (ASTM) International F1508, 2016, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and

Welding End ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D5363, 2024; Standard Specification for Anaerobic Single-Component

Adhesives (An) ASTM International (ASTM) F683, 2014, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery Code of Federal Regulations (CFR) Title 29, Part 1915, 2022, Occupational Safety and Health Standards for Shipyard Employment COMDTINST M10360.3, Jun 2006, Coatings and Colors Manual viii (Rev-0)

Federal Specification (Fed Spec) DDD-C-95, Mar 1972, Carpets and Rugs, Wool, Nylon, Acrylic, Modacrylic

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

Harken Installation and Maintenance Manual for Radial Winch 50.2PT, MRW-01 Manufacturers Standardization Society of the Valve and Fittings Industry (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, 2019 Edition, Pressure Testing of 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, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2019 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173E INT AMD 1, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold

Application MIL-I-3064, Mar 1991, Insulation, Electrical, Plastic-Sealer Military Standard MIL-S-19622/17D, Dec 1992, Stuffing Tube, Nylon, and Packing Assemblies, General

Specification for Military Standard MIL-STD-2003/3A (SH), Sep 2009, Electrical Plant Installation Standard Methods for

Surface Ships and Submarines MIL-PRF-24176, Oct 2004, Cement, Epoxy, Metal Repair & Hull Smoothing (Metric) MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-S-45180D, 1991; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-2003-3A, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Penetrations) NAVSEA Drawing 804-5773931, Rev-A, Insulation for Compartments, Acoustic and Thermal –

Installation Details NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil-Resistant Gaskets 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)/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.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal ix (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)

14 N Repair Kit, HYD Chain

Stopper Rising Sheave (for Para. 3.2, Tasks #2 and #3)

NSN: 2040-01-483-3947 2 ea. 2,631.46

14 N Cylinder, Actuating Linear NSN: 3040-01-483-3373 2 ea. 1,304.75 15 N Hand Pump SS NSN: 4320-01-517-1444 1 ea. 1,499.66 15 N Pressure Gauge - Model

BMD-471

NSN: 6685-01-437-2519 4 ea. 43.79

15 N Wire Rope Assembly NSN: 4010-01-643-2077 4 ea. 900.00 15 N Hydraulic Brake Repair

Kit - Model BMD-471 NSN: 3950-01-526-9090 4 ea. 913.00

15 N Counterbalance Valve - Model BMD-471

NSN: 4810-01-353-0586 4 ea. 150.00

15 N Shuttle Valve - Model

BMD-471

NSN: 4820-01-317-2748 4 ea. 35.00

15 N Hydraulic Motor Seal Kit - Model BMD-471

NSN: 5330-01-475-4566 8 ea. 84.00

15 N Clutch Shoe - Model

BMD-471

NSN: 4910-01-475-4125 4 ea. 56.90

15 N Drum Bushing - Model

BMD-471

NSN: 3950-01-631-0884 8 ea. 272.00

15 N Shaft Bushing - Model

BMD-471

NSN: 3950-01-631-0771 4 ea. 298.00

15 N Gearbox Seal Kit (For Winch Gearbox

Assemblies) - Model

BMD-471

NSN: 5330-01-687-3092

PN: YMD-8194-R

4 ea. 226.95

15 N Control Station Repair Parts. Kit

NSN: 6110-01-644-9898 4 ea. 438.00

15 N Flag Block Pivot Bearing NSN: 3110-01-644-9905 4 ea. 675.00 15 N Flag Block Bearing Cup, Sheave NSN: 3110-01-644-9670 4 ea. 231.00

15 N Flag Block Bearing Cone, Sheave

NSN: 3110-01-013-4036 4 ea. 182.00

15 N Seal NSN: 5330-01-287-2826 4 ea. 104.00 15 N Manifold Repair Kit NSN: 4820-01-680-9495

PN: YMD-8192-R

4 ea. 510.09

15 N Load Cell, Force-Weight NSN: 6670-01-495-0526 2 ea. 5594.36 16 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00 16 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 16 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1,139.00 16 N Level wind thrust bearing NSN: 3120-01-621-2300 2 ea. 483.30 x (Rev-0)

16 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 16 N Rexroth Sandwich Flow

Control NSN: 4810-01-505-9289 1 ea. 250.00

16 N Sun Sandwich Relief Valves

NSN: 4820-01-439-2451 2 ea. 900.00

16 Y Level Wind Hydraulic Cylinder

NSN: 3040-01-441-3721 1 ea. 7,423.00

16 N 3:1 Pilot Ratio, Vented Counterbalance Valve

Assembly

NSN: 4820-01-563-5841 1 ea. 98.70

16 N Fully Adjustable Needle Valve

NSN: 4820-01-416-0579 1 ea. 48.75

16 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 16 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea. 23,998 16 N **Pump, Hydraulic Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77

16 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea. 500.00 16 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea. 520.00 17 N Hardware Kit, Pins NSN: 2030-01-485-7209 2 ea. 528.47 17 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 538.91 18 N Swing Brake Seal Kit NSN: 5330-01-390-3514 PN: 90-

016-2011 2 ea. 68.45

18 N Swing Brake Disc Kit NSN: 3010-01-464-1040 PN: 90- 016-2131

2 ea. 187.20

18 N Swing Holding Valve NSN: 4820-01-466-4918 PN:

CBEA-LHV-YHL (Sun Hydraulics)

1 ea. 251.50

18 N Wire Rope Assembly NSN: 4010-01-620-9604 PN:

JWCG062100PL

1 ea. 660.00

19 N 4 Year Davit In-Place Overhaul Kit

NSN: 3950-01-F18-5354

PN: 892-02053

1 ea. 124,229.92

19 N Hook, Release, Boat Davit NSN: 4030-01-467-1005

PN: APR-356-CBH

2 ea. 4,340.00

19 N Cylinder Assembly, Actuating

NSN: 3040-99-239-4845

PN: 5727-1501

2 ea. 20,718.88

20 N Main Fall Wire Rope NSN: 4010-01-486-0047

PN: JWCG13001919PL 1 2,642.00

20 N Aux Fall Wire Rope NSN: 4010-01-594-2228

PN: JWCG75200637PL 1 805.32

20 N Parts Kit, Seal Replacement, Mecha NSN: 5330-01-315-7384 4 89.49

20 N Parts Kit, Disk Brake NSN: 2530-01-315-3927 4 161.32 20 N Parts Kit, Bearing, Replacement, ME NSN: 3120-01-320-9669 4 71.17

20 N Spring Assortment NSN: 5360-01-316-4410 4 99.35 20 N Expansion Tank Kit PN: 4020115330 4 ea. 1,621.00 20 N Reservoir PN: LMD-1078 1 ea. 2,750.00

N Window, heated, Sliding, 52⅟₁₆” x 34⁷⁄₈”, Bronze ES Marine Type 101SS

PN: KS-28943-6P

NSN: 2090-01-477-1265

1 ea. 6749.00 xi (Rev-0)

Window, heated, Sliding, 52⅟₁₆” x 34⁷⁄₈”, Bronze

ES Marine Type 101SS

PN: KS-28943-6S

NSN: 2090-01-477-1833

1 ea. 4050.37

Window, heated, Sliding, 36” x 36”, Bronze

ES Marine Type 100SS

PN: KS-28941-7P

NSN: 2090-01-477-2579

1 ea. 6244.00

Window, heated, Sliding, 36” x 36”, Bronze

ES Marine Type 100SS

PN: KS-28943-7S

NSN: 2090-01-477-1571

1 ea. 3599.55

26 N Floodlight, LED*** NSN: 6210-01-661-5675 PN: STL-HI-45-UNIV-10CG 11 ea. 619.00

*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 Service Center xii (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

4 Hydraulically Operated Cargo Hatch, Inspect and Service

14 Hydraulic Chain Stoppers, Inspect and Service

15 Crossdeck Winches, Inspect and Service

16 Hydraulic Inhaul Winch, Inspect and Service

17 Mechanical Chain Stoppers, Inspect and Service

18 Single Point Davit, Inspect and Service

19 Welin Lambie Dual Point Davit TWPIV 5.0B, Inspect, Test, and Overhaul

20 Buoy Crane, Appleton EB600-60-40, Inspect and Service

27 Compartment Decks, Preserve

28 Watertight Deck Penetrations, Renew xiii (Rev-0)

PRINCIPAL CHARACTERISTICS

225' WLB (B-CLASS)

PHYSICAL

Length overall 225' 0" Length between perpendiculars 206' 0" Maximum beam 46' Designed draft 13' 0" Full load displacement 1905.6 Long Tons SW Light ship displacement 1500.7 Long Tons SW Minimum operating displacement 1869.2 Long Tons SW Mast height (above 12' waterline) 67' 5" Anchor Two 4000 lb. standard Navy stockless anchors, 8 shots each, port and starboard, 1-3/8 die lock chain

HULL

Bilge keels (port & starboard) Frames 42-79 Frame spacing FR 0 to 12 21" FR 12 to 30 22" FR 30 to 102 24"

MACHINERY

Main propulsion Diesel Reduction Diesel engines Two Caterpillar 3608, TA, 3100 BHP each @ 900 RPM Number of propellers 1 Number of blades 4 Diameter 10' Pitch Controllable

RPM 254

Ship's service diesel generators Two Caterpillar 3508 TA, 450 KW Emergency diesel generator One Caterpillar 3406 DITA, 280 KW Shore tie Two 450 VAC, 400 Amp, 3-wire Shaft bearing, forward Cooper Bearing 01-BCP-1400-EX-TL Shaft bearing, aft Water Lubricated Cutless Bearing

TANK CAPACITIES

Diesel oil 76,498 gal.

Fresh water capacity 8056 gal.

Hydraulic oil capacity 2785 gal.

Lube oil storage 764 gal.

Grey water tank 2700 gal.

Sewage holding tank 1700 gal.

1 (Rev-0)

00000_0824_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), 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 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

OTHER REFERENCES

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

2 (Rev-0)

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 bid 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, with the Contractor’s bid.

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.

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 portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor 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.

3 (Rev-0)

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 “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.

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

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.

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

4 (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 small quantity generator conditionally exempt.

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.

5 (Rev-0)

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 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. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.

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, 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/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

7 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

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

AMBIEN

ΔT

| DP -

SURFACE |

8 (Rev-0)

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/AMPP No. 2

SSPC-SP WJ-2/AMPP 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