Attachment 2 - Work Specification.pdf

PDF 8 MB Posted Dec 10, 2021

Attached to: USCG Harry Claiborne FY 22 - Dry Dock
Solicitation number: 70Z085-22-Q-P4505300
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This is a solicitation for dry dock repairs of the USCGC Harry Claiborne, a 175-foot buoy tender, to be performed from March 15 to May 24, 2022. The contractor shall provide all labor, materials, equipment and services to complete various repair items in accordance with the specification. The requirement is set aside for small businesses with a maximum size of 1,250 employees. The Coast Guard seeks quotes by January 10, 2022 for a firm fixed price contract to be awarded on or around February 15, 2022. Questions are due by December 20, 2021, and requests for drawings must be submitted by December 17, 2021. The place of performance will be the contractor's dry dock facility, and the cutter's home port is in Galveston, Texas.

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Other files

File	Type	Posted
SF30-A00003 Extend Solicitation close date.pdf	PDF	Jan 10, 2022
USCGC Harry Claiborne DD FY22 Solicitation - POP change.pdf	PDF	Jan 10, 2022
Attachment 1 - HARRY CLAIBORNE DD FY22 - BLANK - R1.xls	XLS spreadsheet	Jan 6, 2022
TMC Request for Clarifaction WI 72(2)_Redacted.pdf	PDF	Jan 6, 2022
SF30-A00002.pdf	PDF	Jan 6, 2022
SF30 - A00001.pdf	PDF	Dec 21, 2021
RFC 1_Redacted.pdf	PDF	Dec 21, 2021
USCGC Harry Claiborne DD FY22 Solicitation.pdf	PDF	Dec 10, 2021
Attachment 5 - USCG Ombudsman Notice.pdf	PDF	Dec 10, 2021
Attachment 3 - Past Performance Information Form.docx	DOCX document	Dec 10, 2021
Attachment 4 - Request for Clarification Form.docx	DOCX document	Dec 10, 2021
Attachment 1 - HARRY CLAIBORNE Work Item.xls	XLS spreadsheet	Dec 10, 2021
Attachment 6 - J and A - Redacted.pdf	PDF	Dec 10, 2021

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USCGC HARRY CLAIBORNE (WLM 561)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2022

Developed By: Geraldson Constant

(Rev 1, 21 September 2021)

USCGC HARRY CLAIBORNE (WLM-175) DRYDOCK AVAILABILITY FY2022

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics - TENDER ......................................................................................................... xiii General Requirements WORK ITEM 1: Hull Plating, U/W Body, Inspect WORK ITEM 2: Hull Plating, U/W Body, Ultrasonic Testing WORK ITEM 3: U/W Body, Preserve (100%) WORK ITEM 4: Appendages, U/W, Leak Test WORK ITEM 5: Appendages, U/W, Internal, Preserve WORK ITEM 6: Chain Lockers, Clean and Inspect WORK ITEM 7: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect WORK ITEM 8: Tanks, MP Fuel Service, Clean and Inspect WORK ITEM 9: Tanks, Ballast, Clean and Inspect WORK ITEM 10: Tanks, Dirty Oil and Waste, Clean and Inspect WORK ITEM 11: Sea Valves and Waster Pieces, Overhaul Or Renew WORK ITEM 12: Sea Bay, Clean and Inspect WORK ITEM 13: Sea Bay, Preserve 100% WORK ITEM 14: Thruster Unit (General), Overhaul WORK ITEM 15: Anchor Windlass, Inspect And Service WORK ITEM 16: Anchor Chains and Ground Tackle, Inspect and Repair WORK ITEM 17: Chain Locker, Preserve, Partial WORK ITEM 18: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 19: Cathodic Protection, Zinc Anodes, Renew WORK ITEM 20: Drydock WORK ITEM 21: Temporary Services, Provide - Cutter WORK ITEM 22: Sea Trial Performance, Support, Provide WORK ITEM 23: Fan Space, Inspect and Preserve/Renew WORK ITEM 24: Crane Winch DCV, Replace WORK ITEM 25: Auxiliary Sea Water Piping, Modify WORK ITEM 26: Hull Plating, Side Scan, Ultrasonic Testing WORK ITEM 27: Hull and Structural Plating, General, 10.2 lbs. Steel, Renew WORK ITEM 28: Hull and Structural Plating, General, 12.75 lbs. Steel Plate, Renew WORK ITEM 29: Hull and Structural Plating, General, 15.3 lbs. Steel Plate, Renew WORK ITEM 30: Hull And Structural Plating, General, 20.4 lbs. Steel Plate, Renew WORK ITEM 31: Hull and Structural Plating, General, 7.5 lbs., 3/16 in. Steel Plate, Renew WORK ITEM 32: Hull and Structural Plating, General, 7.65 lbs. Steel Plate, Renew WORK ITEM 33: Hull And Structural Plating, General, Cracked Steel Welds, Repairs WORK ITEM 34: Hull and Structural Plating, General, Degraded Weld, Steel, Repair WORK ITEM 35: Voids, Non-Accessible, Internal Surfaces, Preserve WORK ITEM 36: Voids, Accessible, Clean and Inspect WORK ITEM 37: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 38: Masts (Main, Fwd, and Task Light), Preserve WORK ITEM 39: Fathometer Transducer, General Maintenance WORK ITEM 40: Underwater Speed Log Transducers, Service and Inspect WORK ITEM 41: Sea Bay, Preserve - Partial WORK ITEM 42: Hydraulic Chain Stoppers, Inspect And Service iii (Rev-1)

WORK ITEM 43: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 44: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 45: Sewage Holding Tanks, Clean and Inspect WORK ITEM 46: Grey Water Piping, Clean and Flush WORK ITEM 47: Sewage Piping, Clean and Flush WORK ITEM 48: Tanks (Grey Water Holding), Preserve “Partial” WORK ITEM 49: Tanks (Sewage Holding), Preserve “Partial” WORK ITEM 50: Tanks, Ballast, Preserve, Partial WORK ITEM 51: Hull Plating Freeboard, Preserve, 100 Percent WORK ITEM 52: Superstructure, Preserve, 100 Percent WORK ITEM 53: Small Boat Davit Console Foundation, Renew WORK ITEM 54: Buoy-Deck Beam, Renew WORK ITEM 55: Windows Framing and Gaskets, Renew WORK ITEM 56: Bilges, Preserve WORK ITEM 57: Compartment Insulation, General, Renew WORK ITEM 58: Deck Covering, Interior, Wet and Dry, Renew WORK ITEM 59: Deck Drains, Renew (Various Compartments) WORK ITEM 60: Exhaust Stack Inspection Cover Studs, Renew WORK ITEM 61: Vents, Preserve and Closures, Renew WORK ITEM 62: Port Button Roller Chock, Renew WORK ITEM 63: Sounding Tube, Renew WORK ITEM 64: Accessible Void(s), Preserve, Partial WORK ITEM 65: Weather Deck Kickpipes, Renew WORK ITEM 66: Portable Davit Brackets and Liner Sleeve, Renew WORK ITEM 67: 175’ WLM H2S Gas Detector, Replace WORK ITEM 68: Weather Deck Non-Skid, MIL-SPEC Coating WORK ITEM 69: Window Wiper Modifications, Install WORK ITEM 70: Equipment Foundations, Renew WORK ITEM 71: Heat Pump System, Overhaul WORK ITEM 72: Sea Bay / Sea Chest Piping, Modify iv (Rev-1)

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

9/28/2021 1 72 Added WI72 to partially execute Aux. Sea Water Piping, Modify TCTO

10/06/2021 2 71 Updated GFP table

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-1)

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 175 WLM 114-001, Rev D, Shell Appendages Coast Guard Drawing 175 WLM 256-012, Rev A, ASW System Piping Modifications Coast Guard Drawing 175 WLM 801-019, Rev C, Shell Expansion Coast Guard Drawing 175 WLM 180-011, Rev F, Sheet 5 Bow Thruster Foundation Coast Guard Drawing 175 WLM 801-015, Rev C, Scantlings, Decks & Platforms Coast Guard Drawing 175 WLM 940-002, Rev K, Hull Block 940 Modules Coast Guard Drawing 175 WLM 940-004, Rev J, Hull Block 940 - Transverse Frames & BHD Coast Guard Drawing 175 WLM 184-001, Rev A, V850 Transducer Adaptor Ring Coast Guard Drawing 175 WLM 801-006, Rev J, Docking Plan Coast Guard Drawing 175 WLM 581-001, Rev F, Anchor Handling System Arrangement Coast Guard Drawing 175 WLM 601-001, Rev T, General Arrangement Inboard and Outboard Profiles Coast Guard Drawing 175-WLM-529-002 Rev G Main Drainage System Diagram Coast Guard Drawing 175-WLM-505-002 Rev F Mechanical Remote Valve Operators Arrangement and

Details Coast Guard Drawing 175 WLM 541-001, Rev H, Fuel Oil System Diagram Coast Guard Drawing 175 WLM 541-006, Rev C, Independent Tanks, Emergency Generator Day Tank

IIP:7-1

Coast Guard Drawing 175 WLM 601-003, Rev N, Booklet of General Drawings 552-564 Coast Guard Drawing 175 WLM 601-002, Rev H, Booklet of General Drawings (IDA LEWIS) Coast Guard Drawing 175-WLM 256-001, Rev H, Seawater Cooling System Diagram Coast Guard Drawing 175-WLM 256-003, Rev A, Seawater Cooling System, Fr 61 Fwd Blocks 910, 920, Coast Guard Drawing 175-WLM 256-004, Rev J, Seawater Cooling System A & D, Hull Blks 940-970 Coast Guard Drawing 175 WLM 256-013, Rev A, Sea Bay Thermometer Installation Coast Guard Drawing 175 WLM 505-003, Rev A, Sea Connection Arrangements Coast Guard Drawing 175 WLM 633-001, Rev D, Cathodic Protection Coast Guard Drawing 175-WLM 568-001, Rev B, Bow Thruster Arrangement & Detail Coast Guard Drawing 175-WLM 568-002, Rev N, Bow Thruster Detail Coast Guard Drawing 175 WLM 130-001, Rev -Mods to Buoy Deck Incidental to Hawser Pipe Cover vi (Rev-1)

Coast Guard Drawing 175 WLM 573-001, Rev T, Buoy Deck Arrangement Coast Guard Drawing 175 WLM 801-001, Rev A, Hull Lines Coast Guard Drawing 175 WLM 801-003, Rev A, Curves of Form Coast Guard Drawing 175-WLM 556-001, Rev J, Hydraulic System Diagram Coast Guard Drawing 175 WLM 549-001, Rev E, Onboard Lubrication Requirements Coast Guard Drawing 175 WLM 920-001, Rev K, Hull Block 920 Panels Coast Guard Drawing 175 WLM 170-001, Rev G; Mast Arrangement & Details Coast Guard Drawing 175 WLM 424-003 Doppler Speed Log System Replacement Ripout, Installation, Arrangement, Wiring, and Details Coast Guard Fleet Drawing FL-2605-029, Rev L, Chain Stopper System – Rising Sheave Assembly Coast Guard Drawing 175 WLM 573-050, Rev A, Hydraulic Piping Installation for Chain Stopper Coast Guard Drawing 175 WLM 573-051, Rev B, Chain Stopper Structural Modifications for Hydraulic

Roller 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 175 WLM 506-001, Rev G, Overflows, Air Escapes & Sounding Tubes Diagrams Coast Guard Drawing 175 WLM 593-001, Rev G, Sewage & Waste Water System Diagram Coast Guard Drawing 175 WLM-528-001, Rev E, Plumbing and Interior Deck Drains Diagram Coast Guard Drawing 175 WLM 593-001, Rev G, Sewage & Waste Water System Diagram Coast Guard Drawing 175 WLM 593-009, Rev E, Independent Tanks, Sewage Holding Tank Coast Guard Drawing 175 WLM 633-001, Rev D, Cathodic Protection Coast Guard Drawing 175 WLM 635-001, Rev F, Hull, Thermal, & Acoustic Insulation Schedule Coast Guard Drawing 175 WLM 801-019, Rev C, Shell Expansion Coast Guard Drawing 175 WLM 528-006, Rev G, Plumbing & Deck Drains A&D – Hull Block 910, 930, 940, & 950 Coast Guard Drawing 175 WLM 528-007, Rev E, Plumbing & Deck Drains A&D – Hull Block 960 Coast Guard Drawing 175 WLM 528-008, Rev E, Plumbing & Deck Drains A&D – Hull Block 970 Coast Guard Drawing 175 WLM 528-009, Rev H, Weather Deck Drains A&D – Hull Block 910, 920, 930, 940, 960, & 970 Coast Guard Drawing 175 WLM-582-001, Rev D, Mooring &Towing. A Coast Guard Drawing 175 WLM 167-001, Rev L, Structural Closures Coast Guard Drawing 175 WLM 320-001, Rev AJ, Electrical One-Line diagram Coast Guard Drawing 175 WLM 320-007, Rev R, Power Sys. DK Plan 01 Level & Above Hull Block

906 & 970 Partial Elementary & Block Wiring Diagrams.

Coast Guard Drawing 175 WLM 432-005, Rev. E, Primary and Secondary PWR Telephone CKTS.

Coast Guard Drawing 175 WLM 432-007, Rev B, SP. Telephone List of Outlets Coast Guard Drawing 175 WLM 436-004, Rev. F, C02 Release & H2S Alarm System

Block, ISO & Elementary Wiring Diagram Coast Guard Drawing 175 WLM 506-003, Rev D, Vents & Sounding Tubes A & D Frame 6 Forward, Hull Block 901 Coast Guard Drawing 175 WLM 512-1, Rev E, HVAC Diagram Coast Guard Drawing 175 WLM 512-5, Rev A, HVAC A & D FR 6-FWD Hull Block 901 vii (Rev-1)

Coast Guard Drawing 175 WLM 512-6, Rev D, HVAC A & D FR 24-6 Hull Block 910 Coast Guard Drawing 175 WLM 512-8, Rev C, HVAC A & D, FR 61-42, Hull Block 930 Coast Guard Drawing 175 WLM 512-11, Rev E, HVAC A & D FR 70-50 Main Deck & Above Hull

Block 960 Coast Guard Drawing 175 WLM 512-13, Rev C, HVAC Standard Details and General Instructions Coast Guard Drawing 175-WLM_516-1, Rev F, HVAC Refrigeration System Piping Diagram Coast Guard Drawing 175-WLM_516-3, Rev D, HVAC Refrigeration System Piping A & D Coast Guard Drawing 175-WLM_516-4, Rev A, HVAC Refrigeration Piping Arrangement & Details Coast Guard Drawing 175 WLM 625-001, Rev K, Windows and Portlights Coast Guard Drawing 175 WLM 256-012, Rev A, ASW System Piping Modifications Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters NAVSEA Drawing 804-1385781, Rev E, Hangers, Pipe, for Surface Ships NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation

Details

COAST GUARD PUBLICATIONS

CG Tech Pub 3626, 12/16/1996; Manufacturers Instruction Book-SWBS Group(s) 516-533 Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 3446, Jun 2009, Doppler Speed Log, Model SRD-500 Dual Axis Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch Coast Guard Technical Publication (TP) 3610, Section 167-A, Nov 2005, Hydraulic Cargo Hatch - Model

No. D-WK-787 Coast Guard Technical Publication (TP) 3628, Mar 2017; Vol 4 of 9, Instruction Manual, Bow Thruster Coast Guard Technical Publication (TP) 3630, 07-JAN-97, Manufacturers Instruction Book-SWBS

Group(s) 573 Coast Guard Technical Publication (TP) 3631, Section 581-A, Sep 2013, Manufacturer's Instruction

Book-SWBS Groups 573-581, Anchor Windlass Coast Guard Technical Publication (TP) 3632, March 2014, Chapter 583, Section C, Technical Manual for Slewing Arm Davit Model D6000CT Coast Guard Technical Publication (TP) 3633, Oct 2000, Manufacturers Instruction Book-SWBS

Group(s) 593 Coast Guard Technical Publication (TP) 3749, 26-APR-05, 1-7/8 Inch ATON Mechanical Chain Stopper Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper Coast Guard Technical Publication (TP) 4609, July 2006, Wynn Installation and Operation Manual for

STRAIGHT-LINE WIPER - TYPE "C"

Coast Guard Technical Publication (TP) Coast Guard Technical Publication (TP) 3622, SWBS 436, Section C, Nov. 2, 2018, H2S Alarm System Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3041, 2020, Shipboard Electric

Cable Test Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2020, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair and Installation Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements viii (Rev-1)

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

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

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

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

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

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2020, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

OTHER REFERENCES

American Bureau of Shipping (ABS) Approved Chain, Accessory and Bar Manufacturing Facilities List, Oct 2016 American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2013, Recommended Practice for

Personal Qualification and Certification in Nondestructive Testing American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and

Welding End ANSI/AWWA reference if work does not deal with potable water piping.

Appleton Marine Control Valve Retrofit Manual 20793 ASTM F683, if piping insulation renewal is not applicable.

ASTM F992, if valve label is not applicable.

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) D5363, 2016, 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 ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-

Petrolatum 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 Federal Specification (Fed Spec) RR-C-271, Rev E, Mar 2016, Chains and Attachments, Carbon and

Alloy Steel IEEE-STD-45, 11 Oct 2002, Recommended Practice for Electrical Installations on Shipboard Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves ix (Rev-1)

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2018, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

MIL PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, 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-A-46106, Jun 1992, Adhesive-Sealants, Silicone, RTV, One-Component MIL-C-24633, Oct 2014, Chain, Stud Link, Anchor, Low Alloy Steel, Flash Butt Welded MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required MIL-DTL-23549, Sep 2016, Grease, General Purpose MIL-DTL-24643/15, Power and Lighting, Watertight, Circuit Integrity MIL-I-3064, Mar 1991, Insulation, Electrical, Plastic-Sealer MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application Mil-S-24235/9E, 1992, Stuffing Tubes, Metal, And Packing Assemblies For Electric Cables, Brass and

Steel, for Decks and Bulkhead With Pipe Protection.

MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-2003-3A, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships &

Submarines (Penetrations) Naval Ships Technical Manual (NSTM) Chapter 074 Volume 3, 01 Aug 2011, Gas Free Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C-6183B, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets SPIWG: Recommend MIL Pref be replaced with 6310 reference.

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2016, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 6/NACE No. 3, 2007, Commercial Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation

Standard SSPC-SP 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating

The Society for Protective Coatings SSPC-SP 10/NACE No.2, Jan 2007, Near-White Blast Cleaning x (Rev-1)

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 Seal Kit, Thruster NSN: 2010-01-555-9048 1 ea. 4376.00 14 N Anode, Zinc NSN: 5365-01-495-5350 9 ea. 113.75 14 N **Seal Spacer

(B125SM44178)

NSN: 2010-01-495-6823 1 ea. 700.00

14 N **Shaft Sleeve NSN: 2010-01-495-2638 1 ea 5702.40 15 N Anchor Windlass

Overhaul kit NSN: 5430-01-546-4684 1 ea. 12,474.00

15 N Ball Valve NSN: 4820-01-013-3430 1 ea. 87.36 15 N Valve, Counterbalance NSN: 4820-01-F16-4571 PN:

CBEH-LKN-BCL Sun Hydraulics Corp

1 ea. 354.00

15 N ** Motor, Hydraulic NSN: 4320-01-419-3520 1 ea. 1,811.00 15 N ** Valve, Linear, Directional Control NSN: 4810-01-511-3173 1 ea. 983.14

15 N Hydraulic Brake NSN: 2530-01-F14-4033 P/N: 90B3C4G087

1 ea 2000.00

20 Y *Transducer Cover Plate

N/A 2 ea. 50.00

24 N Hydraulic Control Valve Assembly Parts

Kit

PN: AMD-2633 ACN 4810-

01-F18-5588

1 15,061.00

39 N ***Fathometer Transducer, Shallow Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 1 ea. 343.63

42 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1,968.67 42 N Rod Seal Repair Kit

(FL-2605-29 PC#37)

NSN: 2040-01-496-9422 2 ea. 3,030.07

42 N Repair Kit, Cable Chain (Includes Pads) (FL-

2605-29 PC#36)

NSN: 3020-01-538-0684 16 ea. 257.99

42 N Cylinder Assembly Actuating, Linear

NSN: 3040-01-496-9424 2 ea. 1,969.24

43 N Hardware Kit, Pins NSN: 2030-01-485-7209 2 ea. 528.47 43 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 538.91

62 N Chock, Roller Button, 16”

Part No. 89188 Nashville Bridge Co. Model No, DF-

511-5

1 ea.

67 N Model X40-08-N4X, Gas Detection & Alarm

NSN: 6320-01-F19-5650

DETCON PN: 954-X08000-

1 ea. 1,250.00 xi (Rev-1)

Control System 024 67 N Electraray ® rotating warning light, amber, 120VAC

NSN: 6210-01-454-4748

Federal Signal PN: 225-120A

1 ea. 176.69

67 N SONALERT 120VAC

80 - 95dB, D Case

Style, Type SC110N

NSN: 6350-01-196-0142

Newark PN: 64F276

1 ea. 48.77

69 N Wynn Window Wiper Assemblies, Straight

Line, Type C

ACN: 2090-01-LG9-1208, -

1209, -1210, -1211, -1212, - 1213, -1214, -1215, -1216, -

1217, -1218

11 ea. 1,000.00

69 N Controllers #1000 Model 1001 11 ea. 2,000.00 71 Y Condensing Unit, Heat

Pump Model HP-5 NSN: 0C 0000-

XF-C03-6003

1 ea.

71 Y Condensing Unit, Heat Pump

Model HP-6 NSN: 0C 0000-

XF-C03-6004

1 ea.

*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-1)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor shall 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, Inspect

2 Hull Plating, U/W Body, Ultrasonic Testing

3 U/W Body, Preserve (100%)

4 Appendages, U/W, Leak Test

7 Tanks, MP Fuel Stowage and Overflow, Clean and Inspect

8 Tanks, MP Fuel Service, Clean and Inspect

9 Tanks, Ballast, Clean and Inspect

12 Sea Bay, Clean and Inspect

15 Anchor Windlass, Inspect And Service

16 Anchor Chains and Ground Tackle, Inspect and Repair

23 Fan Space, Inspect and Preserve

24 Crane Winch DCV, Replace

26 Hull Plating, Side Scan, Ultrasonic Testing

36 Voids, Accessible, Clean and Inspect

37 Hydraulically Operated Cargo Hatch, Inspect and Service

42 Hydraulic Chain Stoppers, Inspect And Service

43 Mechanical Chain Stoppers, Inspect and Service

44 Grey Water Holding Tanks, Clean and Inspect

45 Sewage Holding Tanks, Clean and Inspect

53 Small Boat Davit Console Foundation, Renew

56 Bilges, Preserve xiii (Rev-1)

PRINCIPAL CHARACTERISTICS - TENDER

175' WLM, BUOY TENDER

PHYSICAL

Length overall 174' 8" Length between perpendiculars 155' 1" Depth 14' 8" Maximum beam 36' 0" Designed draft 8' 0" Mast height (above 8' waterline) 58' 8" Frame spacing 20" Full load displacement 855.15 Long Tons SW Light load displacement 719.78 Long Tons SW Minimum op condition displ 852.19 Long Tons SW

HULL

Hull material Steel

MACHINERY

Main propulsion Two Caterpillar 3508 DITA V-8 diesel; 999 BHP ea @ 1500 RPM

Two Ulstein 360 degree steerable Z-Drives, 403 SRPM @ 1600 ERPM Reduction gears Two Z-Drive units, Cardan shafting; 3.973:1 gear ratio Shaft seal John Crane Type ND Shaft bearings Five pedestal mounted, Cooper split roller bearings Number of propellers 2 Number of blades 4 Diameter 57.1" Rudders None; Z-drive Ship's service generators Three Caterpillar Model 3406 DITA Turbocharged; 285KW, 450V, 60 Hz, 1800

RPM

Emergency diesel generator One Caterpillar Model 3406 DIT 210 KW, 24V, 60 Hz, 1800 RPM

TANK CAPACITIES

Diesel oil capacity (100%) 16,385 gal Fresh water capacity (100%) 7,339 gal Lubricating oil (100%) 86 gal

1 (Rev-1)

00000_0521_FLT

REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)

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), 2020, General

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

2 (Rev-1)

3.1.1 NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents. Contractors can apply to NAVSEA headquarters directly for copies.

3.2 Fire watch requirements. The Contractor shall 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 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. The Contractor shall obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDE 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.

3.5.2 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.

3.5.3 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 shall also provide public notification, such as storm water permitting, the Contractor shall 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 (Rev-1)

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

3.7 SFLC Standard Specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

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

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

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

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

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

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

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

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

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

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

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

4 (Rev-1)

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

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

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

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

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

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

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

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

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

• Fitted with fasteners that permit rapid installation and removal.

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

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

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

NOTE

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

5 (Rev-1)

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-1)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

7 (Rev-1)

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.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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

8 (Rev-1)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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