Attachment_2-_Work_Specification.pdf

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WORK SPECIFICATION

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USCGC WALNUT (WLB 205)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2018

Developed By: Bronson L Suyat

(Rev-0, 15 August 2017)

USCGC WALNUT (WLB-225A) DOCKSIDE AVAILABILITY FY2018

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items ........................................................................................... xii Principal Characteristics ............................................................................................................................ xiii General Requirements WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 2: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift ... 15 WORK ITEM 3: Hydraulic Chain Stoppers, Inspect And Service WORK ITEM 4: Crossdeck Winches, Inspect and Service WORK ITEM 5: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 6: Commissary Hoist, Inspect and Service WORK ITEM 7: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 8: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 9: Grey Water Piping, Clean and Flush WORK ITEM 10: Sewage Piping, Clean And Flush WORK ITEM 11: Water Tight Hatches (Internal DC Deck and Below), Renew WORK ITEM 12: Vent Fans and Motors, Renew WORK ITEM 13: Vent Ducts, Renew WORK ITEM 14: Vent Ducts (Engine And Motor Room All), Commercial Cleaning WORK ITEM 15: Single Point Davit, Inspect and Service WORK ITEM 16: Twin Pivot Arm Davit, Inspect and Service WORK ITEM 17: Tanks (Grey Water Holding), Preserve “100%” WORK ITEM 18: Tanks (Grey Water Holding), Preserve “Partial” WORK ITEM 19: Tanks (Sewage Holding), Preserve “100%” WORK ITEM 20: Tanks (Sewage Holding), Preserve “Partial” WORK ITEM 21: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 22: Decks - Exterior, Preserve (“MIL-Spec/Flight Deck” System) WORK ITEM 23: 1-92-0-L Passageway Deck Section, Renew WORK ITEM 24: Shore Power Station, Repair WORK ITEM 25: Fire Dampers, Repair WORK ITEM 26: Machinery Space Decks, Preserve (Various Compartments) WORK ITEM 27: Fuel Piping, Renew WORK ITEM 28: Tank Vent Piping Renewals WORK ITEM 29: SORS Cargo Hatch, Inspect and Repair WORK ITEM 30: Deck Covering, Wet/Dry, Seal (Various Compartments) WORK ITEM 31: Pilothouse Grab-Rail & Foot-Rail, Renew WORK ITEM 32: Tank Sounding Tube Piping Renewal WORK ITEM 33: Misc System Relief Valves, Test & Adjust WORK ITEM 34: Walk-In Reefer and Freezer, Repair / Renew WORK ITEM 35: Buoy Deck Auxiliary Cleat & Snubbing Winch Installation WORK ITEM 36: Dive Air System, Removal WORK ITEM 37: Sewage Vacuum Pipe, Renew WORK ITEM 38: Buoy Crane Main Winch (A-Class Only), Replace iii (Rev-0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at 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 225 WLB 573-001, Rev K, Buoy Handling System Arrangement

Coast Guard Drawing 225 WLB 259-005, Rev D, Combustion Intake & Exhaust A&D Hull Block 940

Coast Guard Drawing 225 WLB 512-001, Rev G, HVAC Diagrammatic

Coast Guard Drawing 225 WLB 512-007, Rev E, HVAC A&D, Fr 66-92, Innerbttm & 1st Platform

Coast Guard Drawing 225 WLB 528-001, Rev H, Plumbing and Interior Deck Drains

Coast Guard Drawing 225 WLB 541-001, Rev J, Fuel Oil System Diagram

Coast Guard Drawing 225 WLB 541-007, Rev D; Incinerator Fuel Oil Service Tank

Coast Guard Drawing 225 WLB 549-001, Rev D, Onboard Lubrication Requirements

Coast Guard Drawing 225 WLB 551-001, Rev K, Compressed Air System Diagram

Coast Guard Drawing 225 WLB 551-202, Rev-, Starting Air Receiver

Coast Guard Drawing 225 WLB 551-203, Rev-, Whistle Air Receiver

Coast Guard Drawing 225 WLB 551-204, Rev-, Service Air Receiver

Coast Guard Drawing 225 WLB 556-001, Rev K, Hydraulic System Diagram

Coast Guard Drawing 225 WLB 556-052, Hydraulic Piping Installation for Chain Stopper

Coast Guard Drawing 225 WLB 573-002, Rev D, Weight Handling System Arrangement

Coast Guard Drawing 225 WLB 573-004, Rev E, Bi-Dir Ch Stopper With Retractable Roller Stopper

Coast Guard Drawing 225 WLB 573-1, Rev M, Buoy Handling System Arrangement

Coast Guard Drawing 225 WLB 593-001, Rev G, Sewage and Waste Water System Diagrams

Coast Guard Drawing 225 WLB 593-1, Rev -, Sewage and Waste Water System Diagram 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 v (Rev-0)

Coast Guard Drawing 225 WLB 593-7, Rev -, Sewage and Waste System a & D, FR 76 Aft, Above Ma

Coast Guard Drawing 225 WLB 601-001, Rev M, General Arrangement Inboard & Outboard Profiles

Coast Guard Drawing 225 WLBB 601-002, Rev G Booklet of General Drawings

Coast Guard Drawing 225B WLB 167-1, Rev K, Structural Closures

Coast Guard Drawing 225B WLB 512-001, Rev K, HVAC Diagram

Coast Guard Drawing 225B WLB 635-1, Rev B, Hull Thermal & Acoustic Insulation

Coast Guard Drawing 225B-WLB 512-002, Rev C, Ventilation Schedule

Coast Guard Drawing 225B-WLB 601-001, Rev J, General Arrangements, Inbd & Outbd Profiles

Coast Guard Drawing 225B-WLB-573-001, Rev K, Buoy Handling System

Coast Guard Drawing 225-WLB 512-1, Rev D, HVAC Diagram

Coast Guard Drawing 225-WLB 512-12, Rev A, HVAC Standard Details and General Instructions

Coast Guard Drawing 225-WLB 512-9, Rev E, HVAC A&D, FR 57-75 Mn Dk & 01 Lvl Blk 960

Coast Guard Drawing 225-WLB 516-1, Rev -A, Refrigeration System Piping Diagrams

Coast Guard Drawing 225-WLB 516-3, Rev -B, Refrigeration System Piping A & D Hb 930,960

Coast Guard Drawing 225-WLB 541-3, Rev D, Fuel Oil Service Sys a&D, Frame 66 Aft, Hull Blocks

940 & 970

Coast Guard Drawing 225-WLB 541-4, Rev D, F/O Trnsfr Sys a&D FR 66 Aft Blk 940, 950

Coast Guard Drawing 225-WLB 541-7, Rev D, Incinerator Fuel Service Tank

Coast Guard Drawing 225-WLB 180-2, Rev G, Foundations - Hull Block 910

Coast Guard Drawing 225-WLB 201-1, Rev G, Machinery Spaces Arrangement

Coast Guard Drawing 225-WLB 505-1, Rev C, General Requirements for Piping Systems

Coast Guard Drawing 225-WLB 506-1, Rev L, Overflows, Air Escapes & Sounding Tubes Diagram

Coast Guard Drawing 225-WLB 506-3, Rev -D Vent & ST System A/D, FR 30 Fwd Block 901& 910

Coast Guard Drawing 225-WLB 506-4, Rev D, Vents & ST System A/D, FR 30-48 Block 920

Coast Guard Drawing 225-WLB 597-15, Rev C, SORS Structural Detail

Coast Guard Drawing 225-WLB 601-001, Rev T, Gen Arrangements Inbd & Outboard Profiles

Coast Guard Drawing 225-WLB 601-01, Rev T, Gen Arrangements Inboard & Outboard Profiles

Coast Guard Drawing 225-WLB 601-1, Rev AA, General Arrangements – Inboard & Outboard Profiles

Coast Guard Drawing 225-WLB 601-2, Rev R, Booklet of General Drawings

Coast Guard Drawing 225-WLB 601-2, Rev V, Booklet of General Drawings

Coast Guard Drawing 225-WLB 635-1, Rev J, Hull Thermal & Acoustic Insulation Schedule

Coast Guard Drawing 225-WLB 801-15, Rev D, Scantlings, Decks, & Platforms

Coast Guard Drawing 225-WLB 801-5, Rev D, Tank Capacity Curves

Coast Guard Drawing 225-WLB-256-001, Rev U, Seawater Cooling System Diagram

Coast Guard Drawing 225-WLB-320-006, Rev K, PWR SYS DK PLAN-MN DK & O1 LVL FR 57-92

HULL BLOCK 960A/970

Coast Guard Drawing 225-WLB-320-009, Rev C, Shore Power Installation

Coast Guard Drawing 225-WLB-532-001, Rev H, Chilled Water System Diagram

Coast Guard Drawing 225-WLB-532-002, Rev H, Potable Water System Diagram

Coast Guard Drawing 225-WLB-541-001, Rev K, Fuel Oil System Diagram

Coast Guard Drawing 225-WLB-573-1, Rev P, Buoy Handling System

Coast Guard Drawing 225-WLB-601-1, Rev R, INBD & OUTBD Profiles vi (Rev-0)

Coast Guard Drawing 225-WLB-612-1, Rev H, Lifelines, Stanchions & Hand Rails

Coast Guard Drawing 225-WLB-801-015, Rev D, Scantlings, Decks & Platforms

Coast Guard Drawing 225-WLB-801-17, Rev C, Scantlings, Superstructure

Coast Guard Drawing FL 1602-90, Rev -, Flush Cargo Hatch with Scupper Drains

Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain

Coast Guard Drawing FL 2605-034, Rev C, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1-

1/4"

Coast Guard Drawing FL-1702-11, Rev -, Inspection of Sheaves

Coast Guard Fleet Drawing FL-2605-29, Rev H, Chain Stopper System – Rising Sheave Assembly

NAVSEA Drawing 2803-980209, Plates, Label

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3762, 15-OCT-04, Dual Point Davit - ATON Workboat - Model

TWPIV5-0A 5

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual

Coast Guard Technical Publication (TP) 3341, 28-DEC-96, Incinerator - Model Gs 500

Coast Guard Technical Publication (TP) 3501, 04-OCT-00, Ship's Information Book

Coast Guard Technical Publication (TP) 3553, 07-JAN-97, Manufacturer's Instruction Book-SWBS

Group(s) 551-556

Coast Guard Technical Publication (TP) 3557, Section 573-A, Apr 2010, Crane, Buoy

Coast Guard Technical Publication (TP) 3558, Apr 2008, Manufacturer’s Instruction Book-SWBS

Group(s) 573, Section B, Cross Deck Winch – Model BMD-471

Coast Guard Technical Publication (TP) 3562, Sep 2013, Manufacturer's Instruction Book - SWBS

Group(s) 583-589, Section B, Davit, RHIB P/S – Model RAD30-15.5

Coast Guard Technical Publication (TP) 3562, Sep 2013, SWBS 589, Section B, Dumbwaiter, Model –F-

WK-806

Coast Guard Technical Publication (TP) 3574, 21-MAY-96, Manufacturer's Instruction Book-SWBS

Group(s) 633-638

Coast Guard Technical Publication (TP) 3796, Section A, Aug 2006, Galley Hood – Model NBDL-60

(13’-4”)

Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper

Coast Guard Technical Publication (TP) 4634, 20-APR-07, Hydraulic Power Unit (HPU) - Model 39496

Coast Guard Technical Publication (TP) 5458, SWBS 573, Oct 2012, Winch, Radial – Model 50.2PT

Delete SFLC Std Spec 0740, if UT measurement paragraph 3.3 is not retained

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

Processes.

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation.

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 vii (Rev-0)

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

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

Machine Systems Installation Details

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

Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2014, Clean

Shipboard Ventilation 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 6341 (SFLC Std Spec 6341), 2014, Install Interior

Deck Covering Systems

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

Hull Accesses

OTHER REFERENCES

American National Standard Institute/American Water Works Association ANSI/AWWA C217, 2009, Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and Fittings for Steel

Water Pipeline

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) B16.11, 2016, Forged Steel Fittings, Socket-

Welding and Threaded

American Society of Mechanical Engineers (ASME) B16.25, 2012, Buttwelding Ends

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

Welding End

American Society of Mechanical Engineers (ASME) B16.9, 2012, Factory-Made Wrought Buttwelding

Fittings

ASTM International (ASTM) A105, 2014, Standard Specification for Carbon Steel Forgings for Piping

Applications

ASTM International (ASTM) A106, 2015 Standard Specification for Seamless Carbon Steel Pipe for

High-Temperature Service

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

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

Commercial Item Description (CID) A-A-59316, 2003, Abrasive Materials for Blasting

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

Harken Installation and Maintenance Manual for Radial Winch 50.2PT, MRW-01

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, 2013 Edition, Pressure Testing Of Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2011 Edition, Butterfly Valves viii (Rev-0)

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

MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic)

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

Reliability Is Required

MIL-F-1183, May 1987, Fittings, Pipe, Cast Bronze, Silver-Brazing, General Specifications for

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-24667, Jun 2005, Coating system, Non-Skid, for Roll or Spray Application

MIL-T-16420, Rev K, Amd 1, 9/16/1988; Tube, Copper-Nickel Alloy, Seamless and Welded (Copper

Alloy Numbers 715 and 706)

NAVSEA Dwg 810-1385880, Rev D; Fittings, Cu-Ni Alloy, Slip on Sleeve

QPL-24667, May 2006, Qualified Product List of Products Qualified under Performance Specification

MIL-PRF-24667, Coating system, Non-Skid, for Roll or Spray Application

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

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

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) 2006, Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning ix (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

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

3 N Rod Seal Repair Kit

(FL-2605-29 PC#37)

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

3 N Repair Kit, Cable

Chain (Includes

Pads) (FL-2605-29

PC#36)

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

3 N Cylinder Assembly

Actuating, Linear

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

4 N Hand Pump SS NSN: 4320-01-517-1444 1 ea 1,499.66

4 N Pressure Gauge -

Model BMD-471

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

4 N Wire rope Assembly NSN: 4010-01-643-2077 4 ea 900.00

4 N Hydraulic brake repair kit - Model

BMD-471

NSN: 3950-01-526-9090 4 ea. 913.00

4 N Counter balance valve - Model BMD-

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

4 N **Shuttle valve -

Model BMD-471

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

4 N Needle valve -

Model BMD-471

NSN: 4820-01-329-0051 4 ea. 82.00

4 N Hydraulic motor seal kit - Model BMD-

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

4 N Clutch shoe - Model

BMD-471

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

4 N Drum bushing -

Model BMD-471

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

4 N Shaft bushing -

Model BMD-471

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

4 N ** Gear boxSeal kit(for Winch

Gearbox Assemblies)

- Model BMD-471

NIIN: XFC343225 PN:

YMD-8194-R

4 ea. 70.00

4 N Control Station

Repair Parts. Kit

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

4 N Flag Block Bearing NSN: 3940-01-526-5592 2 ea. 180.00 x (Rev-0)

Kit

4 N Valve, Safety Relief NSN: 4820-01-324-4269

(Included as a Component of

Manifold Replacement Parts

Kit (PN: YMD-8192-R))

4 ea. 69.19

4 N Plug, Pipe NSN: 4730-01-426-7736

(Included as a Component of

Manifold Replacement Parts

Kit (PN: YMD-8192-R))

4 ea. 17.15

4 N Valve, Globe NSN: 4820-01-329-0051

(Included as a Component of

Manifold Replacement Parts

Kit (PN: YMD-8192-R))

4 ea. 37.14

4 N O-Ring NSN: 5331- 00-165-1941

(Included as a Component of

Manifold Replacement Parts

Kit (PN: YMD-8192-R))

4 ea. 0.34

4 N Valve, Shuttle NSN: 4820-01-317-2748

(Included as a Component of

Manifold Replacement Parts

Kit (PN: YMD-8192-R))

4 ea. 18.51

4 N Flag Block Bearing

Cup, Sheave

NSN: 3110-01-644-9670 2 ea. 231.00

4 N Flag Block Bearing

Cone, Sheave

NSN: 3110-01-013-4036 2 ea. 182.00

4 N Seal NSN: 5330-01-287-2826 2 ea. 104.00

4 N Valve, Globe NSN: 4820-01-329-0051 4 ea. 38.11

5 N Hardware Kit NSN: 5430-01-494-2479 2 ea. 618.54

5 N Hardware Kit, Mechanical

NSN: 2030-01-485-7215 2 ea. 784.35

11 N 30”x30” WTH, 21”

Scuttle; Hinge FWD;

12” Coaming

805-1624092 1 ea. $5,800.00

11 N 36”x36” WTH; 21”

Scuttle; Hinge AFT;

12” Coaming

1 ea. $6,000.00

11 N 30”x30”WTH; 21”

Scuttle; Hinge AFT;

12” Coaming

805-1624092 1 ea. $5,800.00

11 N 10 dog; 36”x66”

QAWTD, Left Hand

1 ea.

11 N 30”x30” WTH; 21”

Scuttle; Hinge FWD;

12” Coaming

805-1624079 MOD 1 ea. $9,400.00

11 N Steel WTH, 36”x60”

Flush Hatch; 11 dog, with 25” Quick

Acting Scuttle

805-1624079 MOD 1 ea. $9,800.00

15 N Swing Brake Seal

Kit

NSN: 5330-01-390-3514 PN:

90-016-2011

2 ea 68.45 xi (Rev-0)

15 N Swing Brake Disc &

Bearing Kit

NSN: 3010-01-464-1040 PN:

90-016-2131

2 ea 187.20

15 N Swing Holding

Valve

NSN: 4820-01-466-4918 PN:

CBEA-LHV-YHL (Sun

Hydraulics)

1 ea 251.50

15 N Shuttle Valve NSN: 4820-01-417-1911 PN:

YMD-1288

1 ea 35.00

15 N Accumulator

Assembly

NSN: 3040-01-F16-4868 PN:

YMD-6840

1 ea 1,200.00

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

JWCG062100PL

1 ea 660.00

16 N Wire Rope Renewal

Kit

NSN: 3950-01-F13-3314 PN:

892-02060

1 ea. 5,302.00

16 N Check Winch

Gearbox Oil Kit

NSN: 5330-01-F13-3315 PN:

892-02061

1 ea. 64.00

16 N Hydraulic Fluid

Filter Renewal Kit

NSN: 3950-01-F13-3316 PN:

892-02063

1 ea. 2,108.00

16 N Main Winch Brake and Centrifugal

Brake Inspection Kit

NSN: 3950-01-F13-3299 PN:

892-02064

1 ea. 908.00

16 N Hydraulic Breather

Replacement Kit

NSN: 4310-01-F13-3300 PN:

892-02065

1 ea. 228.00

16 N Hydraulic Hose

Replacement Kit

NSN: 4720-99-553-9143 PN:

892-02066

1 ea. 1,600.00

29 N SORS Cargo Hatch

Gasket; (90 ft, four pieces)

Walz & Krenzer P/N D-WK-

837-1-4 or equivalent

2 $200

35 N Winch, Drum, Hand

Operated

NSN: 3950-01-614-5150 /

PN: 50.2 PTA

6 ea. $2,181.60

35 N Cleat, 15 in.; Steel NSN: 2040-01-614-2587 /

PN: 7254

8 ea. $135

38 N Main Winch, GH50 for 1” Wire Rope

NSN: 3950-01-F09-1465 PN:

YMD-10685

1 ea. 60,829.67

38 N Main Fall Sheave NSN: 3020-01-507-3247 PN:

M99Y027A

1 ea. 1,896.75

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

JWCG13001919PL

1 ea. 2,175.00

38 N Crane Block for 1”

Wire Rope

NSN: 3940-01-543-9872 PN:

2010095 (Crosby Group Inc)

1 ea. 4,274.10

*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

Tanks (MP Fuel Service), Clean and Inspect

Hydraulic Chain Stoppers, Inspect And Service

4 Crossdeck Winches, Inspect and Service

5 Mechanical Chain Stoppers, Inspect and Service

6 Commissary Hoist, Inspect and Service

Grey Water Holding Tank(s), Clean and Inspect

Sewage Holding Tank(s), Clean and Inspect

Single Point Davit, Inspect and Service

16 Twin Pivot Arm Davit, Inspect and Service

21 Deck Covering (Interior Wet/Dry), Renew xiii (Rev-0)

PRINCIPAL CHARACTERISTICS

225' WLB (A-CLASS)

PHYSICAL

Length overall 225' 0"

Length between perpendiculars 206' 0"

Maximum beam 46'

Designed draft 13' 0"

Full load displacement 1929.74 Long Tons SW

Light ship displacement 1544.38 Long Tons SW

Minimum operating displacement 1906.70 Long Tons SW

Mast height (above 12' waterline) 67' 5"

Anchor Two 4000 lb standard Navy stockless anchors, 8 shots each, port and starboard, 1-

3/8 die lock chain

HULL

Bilge keels (port & starboard) Frames 42-79

Frame spacing

FR 0 to 12 21"

FR 12 to 30 22"

FR 30 to 102 24"

MACHINERY

Main propulsion Diesel Reduction

Diesel engines Two Caterpillar 3608, TA, 3100 BHP each @ 900 RPM

Number of propellers 1

Number of blades 4

Diameter 10'

Pitch Controllable

RPM 254

Ship's service diesel generators Two Caterpillar 3508 TA, 450 KW

Emergency diesel generator One Caterpillar 3406 DITA, 280 KW

Shore tie Two 450 VAC, 400 Amp, 3-wire

Shaft bearing, forward Cooper Bearing 01-BCP-1400-EX-TL

Shaft bearing, aft Water Lubricated Cutless Bearing

TANK CAPACITIES

Diesel oil 76,498 gal.

Fresh water capacity 8056 gal.

Hydraulic oil capacity 2785 gal.

Lube oil storage 764 gal.

Grey water tank 2700 gal.

Sewage holding tank 1700 gal.

1 (Rev-0)

00000_1216_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

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

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

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

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

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 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 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC

Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor 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 Small Quantity

Generator (<2205LBS PER MONTH OF HAZARDOUS WASTE).

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

Base environmental is designated to sign all waste disposal manifests. Work orders and work logs are completed by contractor or CGC WALNUT designated crewmember.

All equipment kept pier side with stored fuel/lubricant (ex. Generators) or storage potential (ex. Portable tanks for liquid storage) are required secondary containment. These containments will be monitored for rainwater accumulation or incorrect storage (ex. Hoses, pumps, other equipment) by contractors and/or

CGC WALNUT crewmembers.

All hazmat and hazwaste will need to be stored in appropriate lockers (hazmat) or containers (hazwaste)

Contractors to provide their own spill kits and solid waste (garbage) disposal. Base spill kits will be removed during dockside operations to reduce confusion. Normal ship generated garbage will still be disposed of via normal base solid waste dumpsters.

Base environmental will need to review SDS for non-skid paint. It is more than likely that non-skid will need to be disposed of as "paint-related material" hazardous waste. This will also include materials used for reapplication (paint pans, brushes, paint rags, etc) reminder - ** air drying of partially empty paint cans, used brushes, etc. Is forbidden on base Honolulu **.

Base environmental personnel will conduct random site visits to ensure compliance.

3 (Rev-0)

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 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 B, Requirements For

Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

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

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the

Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast

Guard facility without COR or KO-approval.

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

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

3.6 Local Policy. 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:

4 (Rev-0)

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)".

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)

12305_0316_FLT

REC_12311_FLT_225’ WLB ‘A’ Class : Hulls 201-205) (0612)

WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TABLE 1 - FUEL SERVICE TANKS

TYPE OF TANK LOCATION CAPACITY -

95%

(GALLONS)

LOW SUCTION

(GALLONS)

Diesel Fuel Service 3-61-1-F 4,341 137

Diesel Fuel Service 3-62-2-F 3,472 137

Incinerator Diesel Fuel Service 01-78-1-F 547 4

Emergency Generator Diesel Fuel

Service

02-86-2-F 101 0

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225 WLB 541-001, Rev J, Fuel Oil System Diagram

Coast Guard Drawing 225 WLB 541-007, Rev D; Incinerator Fuel Oil Service Tank

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

12 (Rev-0)

OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)

C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil

Resistant Gaskets

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

Degree of Reliability Is Required

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

Task #3.6.1

3.1.2 Tech Rep.

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). Known interferences include, but are not limited to the below-listed:

Fuel

Piping

Tank access cover

3.1.4.1 The Contractor shall remove up to a total of 8,500 gallons of diesel fuel. Document a complete chain of custody record of the removed tank contents from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.1.4.2 Dispose of removed fluids in accordance with all applicable Federal, state, and local regulations (see 4.2 (Tank content restoration)).

NOTE

Vessel may come in with less tank fluid contents than specified above.

13 (Rev-0)

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast

Guard Personnel perform an initial operational test of the TLI’s for tanks listed in paragraph 1.1

(Intent), to demonstrate existing operational condition. Submit a CFR.

3.3 Plug log. The Contractor shall keep a written record of all plugs put in any tanks vents. A separate list shall be kept for each tank being entered.

3.3.1 Ensure that all plugs are removed from each tank upon completion of work in the tank.

3.3.2 Ensure the plug log is available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.

NOTE

Initial and post repair operational tests apply only to tanks that possess TLIs.

3.4 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as residual fuel or water, sediment, sludge, rust, or biological growth, taking care not to damage the coating system (if applicable). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media;

and wipe up residual moisture with clean lint-free cloths. The Contractor shall refer to Coast

Guard Drawing 225 WLB 541-001 and 225 WLB 541-007 for guidance.

3.5 Tank content and waste disposal. The Contractor shall dispose of residual tank contents and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.6 Inspection. The Contractor shall accomplish the following tasks:

3.6.1 Visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CIR including the following, as applicable:

Tank structural condition.

Inaccessible areas.

Condition of tank coating, including measurements taken, percentage, location, and type of coating failure (if tank interior surfaces are coated).

Tank level indicator (TLI) and/or float switch condition, as applicable.

Sounding/vent tube and striker plate condition.

Suction and discharge piping condition.

Fastener material and condition (correct fastener material is stainless steel).

14 (Rev-0)

3.6.2 Measure up to 10 “pits” within each tank as designated by the Coast Guard Inspector using a Contractor supplied ‘Pit Gauge’. Include pit measurement results in CFR specified above, showing where pit measurements were taken and the depth of the pit.

3.7 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of any KO-authorized repair and preservation procedures. Notify the COR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard

Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183. Chase threads on studs to ensure even installation of the access covers. Renew any damaged or missing fasteners. Use MIL-DTL-1222 as guidance.

Renew all Nylock hex nuts.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.8 Operational test, post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all designated tank TLI’s to be in satisfactory operating condition. Submit a CFR.

3.9 Ultrasonic thickness (UT) measurement. The Contractor shall take a total of 50 UT measurements of tank plating, in locations designated by the Coast Guard Inspector, in accordance with SFLC Std Spec 0740, Appendix C.

4. NOTES

4.1. Coast Guard personnel. Coast Guard personnel will operate all shipboard machinery and equipment.

4.2 Tank content removal. The Ship’s force will pump down the tanks to the maximum extent possible with the installed pumping system.

4.3 Tank inspection. The Coast Guard Inspector will visually inspect the tank interior immediately prior to closing.

15 (Rev-0)

55100_1116_FLT

REC_55100_FLT_225 WLB (‘A’ Class: Hulls 201-205) (1115)

WORK ITEM 2: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift

1. SCOPE

1.1 Intent. The work item describes the requirements for the Contractor to clean, inspect, lift test and hydrostatically test the below designated air receivers and system valves:

SERVICE DESIGNATION LOCATION QTY OPERATING

PRESSURE (psi)

Starting Air SA-F-4, SA-F-5 4-82-0-E 2 250

Ship’s Whistle…

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