VISE_Spec_8_May_2017_(WLIC_75B)_DD_FQ4_BLS_17R0.pdf

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USCGC VISE AND BARGE DRY DOCK
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Attachment 2 Specification Rev-0 dated 8 May 2017

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USCGC VISE (WLIC 75305)

USCG 68A BARGE (68012)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2017

Developed By: LT Arthur McCrohan with Noel J Pamatian

(Rev-0, 08 May 2017)

USCGC VISE (WLIC-75B) DRYDOCK AVAILABILITY FY2017

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics - Tender ............................................................................................................. xiii Principal Characteristics - Barge ................................................................................................................ xiv General Requirements WORK ITEM 1: Hull Plating (U/W Body), Ultrasonic Testing - Tender WORK ITEM 2: Hull Plating (U/W Body), Ultrasonic Testing - Barge WORK ITEM 3: Hull and Structural Plating (General) -10.2-Pound Steel, Renew - Tender WORK ITEM 4: Hull and Structural Plating (General) -10.2-Pound Steel, Renew - Barge WORK ITEM 5: Hull and Structural Plating (General) - 12.75-Pound Steel Plate, Renew - Tender WORK ITEM 6: Hull and Structural Plating (General) - 12.75-Pound Steel Plate, Renew - Barge WORK ITEM 7: Hull and Structural Plating (General) - 15.3-Pound Steel Plate, Renew - Tender WORK ITEM 8: Hull and Structural Plating (General) - 15.3-Pound Steel Plate, Renew - Barge WORK ITEM 9: Hull and Structural Plating (General) - 7.5-Pound (3/16") Steel Plate, Renew - Tender 29 WORK ITEM 10: Hull and Structural Plating (General) - 7.5-Pound (3/16") Steel Plate, Renew - Barge 31 WORK ITEM 11: Hull And Structural Plating (General) - Cracked Steel Welds, Repairs - Tender WORK ITEM 12: Hull And Structural Plating (General) - Cracked Steel Welds, Repairs - Barge WORK ITEM 13: Hull and Structural Plating (General) - Degraded Weld (Steel), Repair - Tender WORK ITEM 14: Hull and Structural Plating (General) - Degraded Weld (Steel), Repair - Barge WORK ITEM 15: Propulsion Shaft Rope Guards, Inspect and Repair WORK ITEM 16: Voids (Non-Accessible), Leak Test - Tender WORK ITEM 17: Voids (Non-Accessible), Leak Test WORK ITEM 18: Voids (Non-Accessible), Internal Surfaces, Preserve WORK ITEM 19: Voids (Non-Accessible), Internal Surfaces, Preserve WORK ITEM 20: Tanks (MP Fuel Service), Clean and Inspect - Tender WORK ITEM 21: Propulsion Shaft Seals, Mechanical & Inflatable, Overhaul and Renew WORK ITEM 22: Propulsion Shaft Bearings (External), Check Clearances WORK ITEM 23: Fathometer Transducer, Renew – Tender WORK ITEM 24: Fathometer Transducer, Renew – Barge WORK ITEM 25: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift -

Tender WORK ITEM 26: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift -

Barge WORK ITEM 27: Boat Boom, Inspect and Service - Tender WORK ITEM 28: U/W Body, Preserve (100%) - Tender WORK ITEM 29: U/W Body, Preserve (100%) - Barge WORK ITEM 30: Cathodic Protection / Zinc Anodes, Renew - Tender WORK ITEM 31: Cathodic Protection / Zinc Anodes, Renew - Barge WORK ITEM 32: Drydock WORK ITEM 33: Drydock WORK ITEM 34: Temporary Services, Provide - Tender WORK ITEM 35: Sea Trial Performance, Support, Provide WORK ITEM 36: Lead Dust, Clean WORK ITEM 37: Lead-Based Paint, Perform Spot Abatement WORK ITEM 38: Grey Water Piping, Clean and Flush WORK ITEM 39: Tanks (MP Fuel Service), Clean and Inspect - Barge iii (Rev-0)

WORK ITEM 40: Sea Valves and Waster Pieces, Overhaul or Renew WORK ITEM 41: Sea Valves and Waster Pieces, Overhaul or Renew WORK ITEM 42: Sea Strainers - Duplex (All Sizes), Overhaul WORK ITEM 43: Main Mast, Preserve, 100% WORK ITEM 44: Propulsion Shaft Bearings (External), Renew WORK ITEM 45: Propeller, Minor Repairs and Reconditioning, Perform WORK ITEM 46: Rudder Assembly; Remove, Inspect And Reinstall WORK ITEM 47: Spuds, Overhaul - Barge WORK ITEM 48: Sewage Holding Tank(s), Clean and Inspect - Tender WORK ITEM 49: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 50: Stern Tube Interior Surfaces, Preserve 100% WORK ITEM 51: Grey Water Piping, Renew WORK ITEM 52: Bulwark and Handrail Sections (Various Locations), Renew WORK ITEM 53: Lazarette, 100% Preserve WORK ITEM 54: Door- Fidley Room, Renew WORK ITEM 55: Pilot House Top Renew WORK ITEM 56: Gooseneck Vent Pipe, Relocate WORK ITEM 57: Compartment Insulation, Renew WORK ITEM 58: Padeye Relocation Barge WORK ITEM 59: Trim Tank, Repair and Preserve WORK ITEM 60: Propulsion Shaft Bulkhead Seals, Renew WORK ITEM 61: Engine Room Ventilation, Repair WORK ITEM 62: Line Locker, Preserve WORK ITEM 63: Spud Wire Rope Fitting and Anchorage, Modify - Barge WORK ITEM 64: Sea Strainers - Duplex (All Sizes), Overhaul WORK ITEM 65: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 66: Propellers, Remove, Inspect, and Reinstall WORK ITEM 67: Keel Coolers, Clean, Inspect and Hydro WORK ITEM 68: Barge, Diesel Engine Exhaust Piping, Commercial Clean WORK ITEM 69: Spud Wells, Preserve - Barge WORK ITEM 70: Buoy and Cargo Handling Crane, Shrink Wrap WORK ITEM 71: Ship Service Air Piping and Components, Renew iv (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.

v (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 time of specification writing and during contract execution.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

American Welding Society (AWS): http://www.awspubs.com/index.php

ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

NFPA: http://www.nfpa.org

SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 68 CGB 1101-001, Rev -, Structural Sections and Details

Coast Guard Drawing 68 CGB 2602-001, Rev A, 68 CG Barge & Stern Log Spud Well Details

Coast Guard Drawing 68 CGB 2901-002, Rev-, Tank CAPACITY - 95% Tables

Coast Guard Drawing 68B CGB 5501-1, Rev B, Fuel Oil & Exhaust Piping – Plan & Details

Coast Guard Drawing 68B-CGB-0103-004, Rev -, Booklet of General Plans

Coast Guard Drawing 68B-CGB-0103-8, Rev 1, General Arrangement Plan and Outboard Profile

Coast Guard Drawing 68B-CGB-1103-001, Rev C, Lines, Plating & Deck & Bottom Framing Plans

Coast Guard Drawing 68B-CGB-1105-001, Rev C, Bulkheads

Coast Guard Drawing 68B-CGB-2901-004, Rev-, Curves of Form

Coast Guard Drawing 68B-CGB-3801-1, Rev -, Ventilation Diagram

Coast Guard Drawing 68-CGB-0700-003, Rev-, 68FT Steel Barge Docking Block Arrangement (“A” and

“B” Class)

Coast Guard Drawing 68-CGB-1112-2, Rev-, Transducer Wet Wall & Blister Installation

Coast Guard Drawing 68-CGB-1201-001, Rev B, Deck Fittings & Spud

Coast Guard Drawing 68-CGB-1201-001, Rev C, Deck Fittings & Spud

Coast Guard Drawing 68-CGB-4901-001, Rev-, Compressed Air Piping Arrangement (68012-68014)

Coast Guard Drawing 75B WAGL 1101-003, Rev C, New Grid Cooler Pocket P/S to Suit 80MDDCD

SSDG (MALLET & VISE)

Coast Guard Drawing 75B WAGL 1101-004, Rev A, New Grid Cooler Pocket P/S to Suit IF1312 MDE

& 80MDDCD SSDG (SLEDGE)

http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace vi (Rev-0)

Coast Guard Drawing 75B WAGL 4000-005, Rev C, Machinery Arrangement Mods to Suit IF 1312

MDE (MALLET & VISE)

Coast Guard Drawing 75B WAGL 4103-012, Rev D, Jacket Water Mods to Suit 80MDDCD SSDG

(MALLET & VISE)

Coast Guard Drawing 75B WAGL 4103-013, Rev C, Exhaust Piping Mods to Suit 80MDDCD SSDG

(MALLET & VISE)

Coast Guard Drawing 75B WAGL 4103-016, Rev B, Jacket Water Mods to Suit IF1312 MDE (MALLET

& VISE)

Coast Guard Drawing 75B WAGL 4103-017, Rev A, Exhaust Piping Mods to Suit IF 1312 MDE

(MALLET & VISE)

Coast Guard Drawing 75B WAGL 4103-019, Rev A, Jacket Water Mods to Suit IF1312 MDE &

80MDDCD SSDG (SLEDGE)

Coast Guard Drawing 75B WAGL 4103-023, Rev -, Diagram – Exhaust Systems

Coast Guard Drawing 75B-WAGL 4301-5, Rev A, Shafting Installation to Suit If 1312 MDE (Vise &

Mallet)

Coast Guard Drawing 75B-WAGL 4301-5, Rev C, Shafting Installation to Suit If 1312 MDE (Vise &

Mallet)

Coast Guard Drawing 75B-WAGL 4301-6, Rev B, Shafting Installation to Suit If 1312 MDE (Sledge)

Coast Guard Drawing 75B-WAGL 4803-1, Rev 4, Firemn & Bilge Flow Diag

Coast Guard Drawing 75B-WAGL 4301-5, Rev C, Shafting Installation to Suit If 1312 MDE (Vise &

Mallet)

Coast Guard Drawing 75B-WAGL 4301-6, Rev B, Shafting Installation to Suit If 1312 MDE (Sledge)

Coast Guard Drawing 75B-WAGL-0103-005, Rev 6, General Arrangement Upper Deck and Wheelhouse

Deck

Coast Guard Drawing 75B-WAGL-0103-009, Rev 3, Booklet of General Plans (75305)

Coast Guard Drawing 75B-WAGL-0103-4, Rev 19, General Arrangement, Main Deck & Hold

Coast Guard Drawing 75B-WAGL-0103-4, Rev 20, General Arrangement Main Deck & Hold

Coast Guard Drawing 75B-WAGL-0103-6 (75304 and 75305), Rev -, Outboard Profile and Inboard

Profile

Coast Guard Drawing 75B-WAGL-0103-9, Rev 3, Booklet of General Plans (75305)

Coast Guard Drawing 75B-WAGL-0500-001, Rev-, Lines and Offsets

Coast Guard Drawing 75B-WAGL-0700-003, Rev -, 75FT “B” Class Towboat Docking Block

Arrangement

Coast Guard Drawing 75B-WAGL-1101-001, Rev 1, Shell Expansion

Coast Guard Drawing 75B-WAGL-1103-002, Rev 6, Hull Framing Plan

Coast Guard Drawing 75B-WAGL-1103-003, Rev 1, Frames 4, 12, 16, 21, 31, & 36

Coast Guard Drawing 75B-WAGL-1103-001, Rev 7, Main Deck Framing Plan

Coast Guard Drawing 75B-WAGL-1103-002, Rev 6, Hull Framing Plan

Coast Guard Drawing 75B-WAGL-1105-006, Rev 3, Ext Bhds On Wheelhse Dk & Wheelhse Top

Framing

Coast Guard Drawing 75B-WAGL-1201-02, Rev 1, Closed Chock and Fairlead in Bulwark

Coast Guard Drawing 75B-WAGL-1203-01, Rev 2, Window Schedule & Details

Coast Guard Drawing 75B-WAGL-1602-01, Rev 2, Door Schedule & Exterior Details

Coast Guard Drawing 75B-WAGL-1604-02, Rev 2, Bulwark Exterior Handrail & Grabrail Layout vii (Rev-0)

Coast Guard Drawing 75B-WAGL-1604-3, Rev 1, Bulwark Exterior Handrail & Grabrail Details

Coast Guard Drawing 75B-WAGL-1901-01, Rev -, Painting Schedule

Coast Guard Drawing 75B-WAGL-2200-006, Rev C, Steering System Arrangement For Jastram S2-16-2-

35 (SLEDGE, MALLET & VISE)

Coast Guard Drawing 75B-WAGL-2200-007, Rev C, Flanking Steering System Arrangement For Jastram

S2-16-2-35 (SLEDGE, MALLET & VISE)

Coast Guard Drawing 75B-WAGL-2200-010, Rev F, Rudder Post Installation For Jastram S2-16-2-35

Steering System (SLEDGE, MALLET & VISE)

Coast Guard Drawing 75B-WAGL-3801-5, Rev C, Engine Rm Ventilation Mods to Suit 80MDDCD

SSDG MALLET & VISE Only

Coast Guard Drawing 75B-WAGL-4000-005, Rev C, Machinery Arrangement Mods to Suit IF 1312

MDE (MALLET & VISE)

Coast Guard Drawing 75B-WAGL-4103-013, Rev C, Exhaust Piping Mods to Suit 80MDDCD SSDG

(MALLET & VISE)

Coast Guard Drawing 75B-WAGL-4103-017, Rev A, Exhaust Piping Mods to Suit IF 1312 MDE

(MALLET & VISE)

Coast Guard Drawing 75B-WAGL-4103-023, Rev-, Diagram – Exhaust Systems

Coast Guard Drawing 75B-WAGL-4301-5, Rev A, Shafting Installation to Suit If 1312 MDE (Vise &

Mallet)

Coast Guard Drawing 75B-WAGL-4301-5, Rev C, Shafting Installation to Suit If 1312 MDE (Vise

&Mallet)

Coast Guard Drawing 75B-WAGL-4301-6, Rev -, Shafting Installation to Suit If 1312 MDE (Sledge)

Coast Guard Drawing 75B-WAGL-4804-1, Rev 2, Flow Diagram Fresh Water

Coast Guard Drawing 75B-WAGL-4804-2, Plan FW & Waste

Coast Guard Drawing 75B-WAGL-4804-2, Rev 1, Fresh Water & Waste Piping Plan

Coast Guard Drawing 75B-WAGL-4804-3, Rev 1, Fresh Water & Waste Piping Sections

Coast Guard Drawing 75B-WAGL-4804-4, Isom Fresh Water & Waste

Coast Guard Drawing 75B-WAGL-4804-4, Rev 2, Fresh Water & Waste Piping Isometric

Coast Guard Drawing 75B-WAGL-4901-001, Rev 3, Flow Diagram Compressed Air

Coast Guard Drawing 75B-WAGL-4901-002, Rev 2, Piping Plan Compressed Air

Coast Guard Drawing 75B-WAGL-700-003, Rev-, 75FT “B” Class Towboat Docking Block

Arrangement

Coast Guard Drawing 75D-WAGL-2901-001, Rev A, Curves of Form

Coast Guard Drawing 75-WAG-0103-4, Rev B, Booklet of General Plans

Coast Guard Drawing 75-WAGL 4301-5, Rev N, Shafting Machining Details to Suit If 1312 MDE

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL-0700-004, Rev-, Docking Plan

Coast Guard Drawing 75-WAGL-1107-02, Rev -, Upper Deckhouse, Wheelhouse & Stack

Coast Guard Drawing 75-WAGL-1702-1, Rev B, Masts & Rigging

Coast Guard Drawing 75-WAGL-1901-01, Rev-, Paint Insul Sheath & Dk Cvr Sched

Coast Guard Drawing 75-WAGL-2200-010, Rev D, Main Rudder Stock And Fittings For Jastram S2-16-

2-35 Steering System

Coast Guard Drawing 75-WAGL-2200-011, Rev D, Flanking Rudder Stock And Fittings For Jastram S2-

16-2-35 Steering System viii (Rev-0)

Coast Guard Drawing 75-WAGL-4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing 75-WAGL-633-001, Rev A, Cathodic Protection

Coast Guard Drawing 75-WLIC-123-2, Rev-, Sewage Tank

Coast Guard Drawing 75-WLIC-593-2, Rev B, Arrangement Vacuum Flush System

Coast Guard Drawing 75-WLIC-635-001, Rev B, Hull Insulation, Schedule and Installation Details

Coast Guard Drawing FL-1204-03, Rev A, Welded Padeyes and Links

Coast Guard Drawing FL-6713-203, Rev-, CRP-V850 Transducer (SS505) Adapter Assembly

Coast Guard Drawing 75B-WAGL-0103-009, Rev 3, Booklet of General Plans (75305)

Coast Guard Drawing 75B-WAGL-4901-002, Rev 2, Piping Plan Compressed Air (75304, 75305)

Coast Guard Drawing 75B-WAGL-4901-003, Rev 1, Isom Compressed Air

Coast Guard Drawing 75B-WAGL-4901-007, Rev -, Diagram – Compressed Air System (VISE)

Coast Guard Fleet Drawing FL-2602-10, Rev J, Spud Arrangements and Details

Developer: Replace the "xxxxxx" and "x" values in the preceding brackets with the required CG drawing number and revision.

NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes

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) 3494, 09-DEC-03, Shaft Seal - Type Fse

Coast Guard Technical Publication (TP) 3613, Tab 243-B, Bulkhead Seal

Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock

Seal Type EL

Coast Guard Technical Publication (TP) 4958, HU40 Utility Air Winch

Coast Guard Technical Publication (TP) 5491, SWBS 256, Apr 2013, Keel Grid Cooler (Duramax)

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC

Electrical Motors

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary

Hull Accesses ix (Rev-0)

OTHER REFERENCES

American Bureau of Shipping (ABS) 2, Rule Requirements for Survey After Construction, 2014, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings

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, 2004, Valves-Flanged, Threaded, and

Welding End

American Society of Mechanical Engineers (ASME) B16.34, 2013, Valves-Flanged, Threaded, and

Welding End

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

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D1709, 2008, Standard Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method

ASTM International (ASTM) D1922, 2008, Standard Test Method for Propagation Tear Resistance of

Plastic Film and Thin Sheeting by the Pendulum Method

ASTM International (ASTM) D3951, Reapproved 2010, Standard Practice for Commercial Packaging

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

Adhesives (An)

ASTM International (ASTM) D882, 2009, Standard Test Method for Tensile Properties of Thin Plastic

Sheeting

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment

Commercial Item Description (CID) A-A-52624, Nov 2008, Antifreeze, Multi Engine Type, Ethylene

Glycol (For Caterpillar equipment applications, use CAT Extended Life Pre-Mix coolant.)

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

Petrolatum

DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems

Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert

International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive

International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2011 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-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, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves x (Rev-0)

MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application

MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)

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

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required

MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application

MIL-PRF-24647, Apr 2013, Paint System, Anticorrosive and Antifouling, Ship Hull

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I - Environmental and Type II - Internally Excited)

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2014 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by

Waterjetting Prior to Recoating

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard

Materials by High and Ultrahigh Pressure Water Jetting

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough

Cleaning

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Blast 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)

21 N Wartsila FSE

H74537-02 Major

Overhaul Kit

(WLP001365-001)

NSN: 01-560-3274 2 ea. 7,680.00

23 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS555)

NSN: 5845-01-518-7245 1 ea. 334.95

24 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 2 ea. 343.63

46 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 28,675.25

46 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 37,850.50

46 N **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 547.88

46 N Rudder EL Seal

Assembly

NSN: 5330-01-565-9776 4 ea. 7,394.00

54 N Joiner Door, Single

Leaf Semi-Custom

PN: P0007468-001 1 ea. 4,978.00

60 N Seal, Bulkhead Shaft

(entire seal) H31626-

5330-01-F13-3234 2 ea. 8,000.00

65 Y **Propeller shaft 2010-01-557-1512 1 ea. 19,184.17

66 Y Propeller right hand NSN: 2010-01-534-9089 1 ea. 10,129.00

66 Y Propeller left hand NSN: 2010-01-534-9095 1 ea. 10,129.00 *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 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

1 Hull Plating (U/W Body), Ultrasonic Testing - Tender

2 Hull Plating (U/W Body), Ultrasonic Testing - Barge

16 Voids (Non-Accessible), Leak Test - Tender

17 Voids (Non-Accessible), Leak Test

20 Tanks (MP Fuel Service), Clean and Inspect - Tender

21 Propulsion Shaft Seals, Mechanical & Inflatable, Overhaul and Renew

22 Propulsion Shaft Bearings (External), Check Clearances

27 Boat Boom, Inspect and Service - Tender

28 U/W Body, Preserve (100%) - Tender

29 U/W Body, Preserve (100%) - Barge

39 Tanks (MP Fuel Service), Clean and Inspect - Barge

42 Sea Strainers - Duplex (All Sizes), Overhaul

44 Propulsion Shaft Bearings (External), Renew

46 Rudder Assembly; Remove, Inspect And Reinstall

62 Line Locker, Preserve

63 Spud Wire Rope Fitting and Anchorage, Modify - Barge

64 Sea Strainers - Duplex (All Sizes), Overhaul

65 Propulsion Shafting; Remove, Inspect, and Reinstall xiii (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75' WLIC (B-CLASS), TENDER

PHYSICAL

Length overall 75' 0"

Depth 7' 7-3/4"

Maximum beam 22' 0"

Height of highest projection 32' 0"

Full load draft 4' 8 3/4" LCF Draft

Full load displacement 158.21 Long Tons Fresh Water

Shore tie voltage requirements N/A

Frame spacing 1' 6"

HULL

Hull material Steel

MACHINERY

Number of propellers 2

Number of blades 4

Diameter of propeller 48"

Pitch 40" fixed

RPM 400

Shaft diameter 4.5”

TANK CAPACITIES

Fuel tanks

Fresh water tanks

Lube oil xiv (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

68’ CGB (A-CLASS: 68012 – 68014), BARGE

PHYSICAL

Length overall 68' 6-1/2"

Depth 7' 0"

Maximum beam 28' 0"

Full load draft 3' 0"

Full load displacement 117 Long Tons

Shore tie voltage requirements 440 VAC / 3 Phase

Frame spacing 1' 0"

1 (Rev-0)

00000_1216_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

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

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

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes

(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at

Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is conditionally exempt small quantity generator.

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

3 (Rev-0)

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste

Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the

Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the

Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For

Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for

Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel

Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED-

STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line

Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE

WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

4 (Rev-0)

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing

Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph

3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC

Std Spec 6310 (Critical drying time requirements)).”

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev-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 mfgr.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: 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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

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

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

COATING MFG PRODUCT NAME

BATCH

INDUCTION

TIME

COATING SYSTEM SEQUENCE

(PRIMER/TOUCHUP/3RD COAT, ETC.)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic

Pull-Off (Type I/Banana) Gauge Is

Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

11010_UT_0712_FLT

REC_11010_UT_FLT_75’ WLIC (‘B’ Class: Hulls 75303-75305) (0911)

WORK ITEM 1: Hull Plating (U/W Body), Ultrasonic Testing - Tender

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to conduct ultrasonic testing (UT) of U/W hull plating.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 75B-WAGL-700-003, Rev-, 75FT “B” Class Towboat Docking

Block Arrangement

Coast Guard Drawing 75B-WAGL-1101-001, Rev 1, Shell Expansion

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph:

3.2 (UT measurements).

3.1.2 Tech Rep.

12 (Rev-0)

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5 (Interferences).

3.2 UT measurements. The Contractor shall perform a total of 200 UT measurements of U/W hull surfaces, in locations designated by the Coast Guard Inspector, using Coast Guard Drawings

75B WAGL 700-003 and 75B WAGL 1101-001 for guidance, in accordance with SFLC Std Spec

0740, Appendix C. Mark up a copy of Coast Guard Drawing 75B WAGL 1101-001 to show all locations selected for measurement and record all measurements in Table I (UT Measurements

Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit A CIR, to also include the marked up drawing and completed Table I.

4. NOTES

4.1 UT Table. Table 1 provided below is for the recording of all UT measurements.

13 (Rev-0)

TABLE 1 - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

14 (Rev-0)

11010_UT_0712_FLT

REC_11010_UT_FLT_68’ Barge (ALL) (0911)

WORK ITEM 2: Hull Plating (U/W Body), Ultrasonic Testing - Barge

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to conduct ultrasonic testing (UT) of U/W hull plating.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 68-CGB-0700-003, Rev-, 68FT Steel Barge Docking Block

Arrangement (“A” and “B” Class)

Coast Guard Drawing 68B-CGB-2901-004, Rev-, Curves of Form

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph:

3.2 (UT measurements).

15 (Rev-0) off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5 (Interferences).

3.2 UT measurements. The Contractor shall perform a total of 200 UT measurements of U/W hull surfaces, in locations designated by the Coast Guard Inspector, using Coast Guard Drawings 68

CGB 0700-003 and 68B CGB 2901-004 for guidance, in accordance with SFLC Std Spec 0740, Appendix C. Mark up a copy of Coast Guard Drawing 68 CGB 0700-003 to show all locations selected for measurement and record all measurements in Table I (UT Measurements Summary

Sheet - Port/Stbd Shell) provided at the end of this item. Submit A CIR, to also include the marked up drawing and completed Table I.

4.1 UT Table. Table 1 provided below is for the recording of all UT measurements.

16 (Rev-0)

TABLE 1 - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

17 (Rev-0)

11100_1215_FLT

REC_11100_Steel_FLT_75’ WLIC (‘B’ Class: Hulls 75303-75305) (0112)

WORK ITEM 3: Hull and Structural Plating (General) -10.2-Pound Steel, Renew - Tender

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew 10.2-pound steel shell plating.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 75B-WAGL-1101-001, Rev 1, Shell Expansion

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

18 (Rev-0) off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std

Spec 0000, paragraph 3.3.5…

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