SYCAMORE_(WLB_225B)_UPDS_FQ4_KDM_13R0.pdf

USCGC SYCAMORE (WLB 209)

SPECIFICATION FOR UNPLANNED DOCKSIDE REPAIRS

FY2013

Developed By: CWO Ken Miller

Rev-0 8 August 2013

USCGC SYCAMORE (WLB-225B) UNPLANNED DOCKSIDE AVAILABILITY FY2013

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iii Consolidated List of References ............................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................................. vi Principal Characteristics .......................................................................................................................................... vii General Requirements WORK ITEM 1: Tanks (Hydraulic Oil Stowage and Service), Clean and Inspect WORK ITEM 2: Cargo Hatch (Hydraulic), Overhaul and Repair WORK ITEM 3: Hydraulic Chain Stoppers, Overhaul WORK ITEM 4: Crossdeck Winches, Overhaul WORK ITEM 5: Hydraulic Inhaul Winch, Inspect and Service – Tier II WORK ITEM 6: Anchor Windlass, Level 2 Inspect and Repair WORK ITEM 7: Buoy Crane, Inspect and Service - Tier II WORK ITEM 8: Crane and Deck Hydraulic System, Flush 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 528-002, Rev E, Weather Deck Drains Diagram

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

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

Coast Guard Drawing 225 WLB 801-020, Rev B, Tank CAPACITY - 95% Curves

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

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

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

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

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

Coast Guard Drawing 225B WLB 573-009, Rev E, Bi-Dir Ch Stopper With Retractable Roller Stopper

Coast Guard Drawing 225B WLB 581-001, Rev C, Anchor Handling System Arrangement

Coast Guard Drawing 225B WLB 601-002, Rev H, Booklet of General Drawings

Coast Guard Drawing 225B WLB 801-005, Rev A Tank CAPACITY - 95% Curves

Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1

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

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

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3498, Section A, Feb 2008, Buoy Chain Winch 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 Technical Publication (TP) 3557, Section 573-C, Feb 2010, Manufacturer's Instruction

Book-SWBS Group 568-573, Buoy Crane – Model EB-480-60-40 (Hulls 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216)

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

Group(s) 573, Section A, Cross Deck Winch – Model BMD-390

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) 3559, SWBS 581B, Jan 1997, Anchor Windlass, P/S - Model

BMD-478

Coast Guard Technical Publication (TP) 3559, SWBS 573-D, Jan 1997, Chain Stopper

Coast Guard Technical Publication (TP) 3717, Jun 2003, Hydraulic Cargo Hatch

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Command (SFLC) Naval Engineering Directive (NED) 5735-01, Inspection and

Test Procedure for Buoy Chain Winch Model CW-1 Onboard WLM 551-564 and WLB 201-215, May 2010

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

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

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

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

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

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

7 N Bearing Sleeve

(luffing cylinder bushing)

3120-014241044 6 104.83

7 Y Luffing Cylinder 3040-014722151 2 30,060.63

7 Y DCV 1

*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 vii Rev-0

PC_225B_WLB_1109

PRINCIPAL CHARACTERISTICS

225' WLB (B-CLASS)

PHYSICAL CHARACTERISTICS

Length Overall 225' 0"

Length between Perpendiculars 206' 0"

Maximum Beam 46'

Designed Draft 13' 0"

Full Load Displacement 2000 long tons

Light Ship Displacement 1523 long tons

Minimum Operating Displacement 1800 long tons

Mast Height (Above 12' Waterline) 67' 5"

Anchor

Two 4000 lb standard Navy stockless anchors, 10 shots each, port and starboard, 1-3/8 die lock chain

HULL CHARACTERISTICS

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 CHARACTERISTICS

Main Propulsion Diesel Reduction

Diesel Engines Two Caterpillar 3608, TA, viii Rev-0

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_0613_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

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

OTHER REFERENCES

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation

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.

2 Rev-0

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.

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 SFLC Std Spec 6310, Chapter 11 (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 11 of SFLC Std Spec 6310) 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 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40

CFR 262, applicable to handling of hazardous wastes.

3.5.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification

(ID) Number for manifesting of hazardous wastes.

3.5.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW

Coordinator prior to any transfers of HW from ship to shore.

3.5.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW

Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COR in writing 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.4 The Contractor shall be aware of the following:

3.5.4.1 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 Rev-0

3.5.4.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

3.5.4.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the

Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3.6 SFLC Standard Specification Approved Changes. The Contractor shall be aware that the following are approved changes to published SFLC 2012 Edition Standard Specifications and supersede published content:

3.6.1 SFLC Std Spec 8634, Drydocking, Appendix A, page A5, paragraph A2.7.1.3 Side Blocks. Remove formula value shown as g – Acceleration of gravity – 32.3 Ft/sec , and replace with formula value g -

Acceleration of gravity - 32.174 ft/sec

3.6.2 SFLC Std Spec 0740, Welding and Allied Processes. SFLC Std Spec 0740 added Appendix E, Stray

Current Protection. New Appendix is posted with SFLC Standard Specifications as a separate document on internet and intranet webpage.

3.6.2.1 SFLC Std Spec 0740, Welding and Allied Processes, page 1, paragraph 1.2 Appendices. Add ‘Stray

Current Protection’ to ‘Process Standard column of appendices table. Add ‘E’ to ‘Appendix’ column of appendices table.

3.6.2.2 SFLC Std Spec 0740, Welding and Allied Processes, page 4, paragraph 3.1.3 Stray current protection.

Add “The Contractor shall meet all requirements for stray current protection as specified in Appendix E - Stray

Current Protection.” directly after paragraph 3.1.3 title.

3.6.2.3 SFLC Std Spec 0740, Welding and Allied Processes, page 4, paragraph 3.1.3 Stray current protection.

Delete paragraphs 3.1.3.1 and 3.1.3.2.

3.6.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent.

Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard

Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.1 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 5, paragraph 3.4

Equipment Grounding. Add sentence, “Stray current protection for welding equipment is covered in SFLC

Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.2 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4

Equipment Grounding. Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.6.3.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4

Equipment Grounding. Delete Figure 5.

4 Rev-0

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 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-based 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-12, SP-11, SP-10…).

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)

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils)

Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

Reading:__________ mils

Place Surface Profile

Replica Tape Here

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-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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 _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

_____ mils _____ mils _____ mils _____ mils _____ mils

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.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before

Adjustments

After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before

Adjustments

After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled) Average DFT

11 Rev-0

12310_0712_FLT

REC_12310_225’ WLB ‘B’ Class (ALL) (1111)

WORK ITEM 1: Tanks (Hydraulic Oil Stowage and 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):

TYPE OF TANK LOCATION CAPACITY -

95%

(gallons)

LOW

SUCTION

(gallons)

Hydraulic Oil 2-10-0-F 706 50

Hydraulic Oil 2-10-1-F 919 50

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225B WLB 601-002, Rev H, Booklet of General Drawings

Coast Guard Drawing 225B WLB 801-005, Rev A Tank CAPACITY - 95% Curves

Coast Guard Drawing 225 WLB 801-020, Rev B, Tank CAPACITY - 95% Curves

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

12 Rev-0

3. REQUIREMENTS

3.1 General. The Contractor shall accomplish the following for all designated tanks in paragraph 1.1

(Intent). Use Coast Guard drawings 225B WLB 601-002, 225B WLB 801-005 and 225B WLB 801-020 for guidance.

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

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

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

0000, paragraph 3.3.5 (Interferences

3.1.5 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all designated tank TLIs, as applicable, to demonstrate existing operational condition. Submit a CFR.

3.1.6 Tank contents. The Contractor shall remove and dispose of up to a total of 1650 gallons of hydraulic oil. Contents shall be utilized to flush piping and system and disposed of upon completion of all authorized work; the Contractor shall renew the hydraulic fluid in accordance with SFLC Std Spec 5000, Appendix C, Paragraph C2.1 (Fluids) and equipment manufacturer recommendations.

NOTE

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

3.2 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as sediment or sludge, 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.

3.3 Tank content and waste disposal. The Contractor shall dispose of residual tank contents and all 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.

3.4 Inspection. The Contractor shall 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 CFR including the following, as applicable:

Tank structural condition.

13 Rev-0

Inaccessible areas.

Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.

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

Sounding tube and striker plate condition.

Suction and discharge piping condition.

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

3.5 Tank closing. 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.

3.6 Operational test – post repairs. After completion of work, the Contractor shall witness an operational test (by Coast Guard personnel) of all designated tank TLIs, as applicable, to prove satisfactory operating condition. Submit a CFR.

This section is not applicable to this work item.

14 Rev-0

16700_PWB_0812_225WLB

SYY_NNN_16700_CargoHatch_225WLB_OvhlRepair_AUTH_MMYY_Hull#

WORK ITEM 2: Cargo Hatch (Hydraulic), Overhaul and Repair

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform overhaul and maintenance repairs on the Cargo Hatch.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225 WLB 528-002, Rev E, Weather Deck Drains Diagram

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

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

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Coast Guard Technical Publication (TP) 3717, Jun 2003, Hydraulic Cargo Hatch

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

15 Rev-0

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, 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:

Electrical and hydraulic switches.

Dogs.

Toggles.

Hydraulic cylinders.

Hydraulic lines.

Electrical cables.

Hoses.

Overhead insulation.

3.1.5 Reference documents. The Contractor shall perform the work described herein in accordance with

SFLC Std Spec 5000, CG TP-3717, and all Coast Guard Drawings listed in Section, as applicable.

16 Rev-0

3.2 Overhaul particulars.

ADDITION REQUIREMENTS

# TASK TYPE QTY COMPONENT

OR ASSEMBLY

APPENDIX

AND PARA.

FROM

5000_STD

OTHER

1 Dissemble and

Inspect

1 Hydraulic hatch lift cylinder

3.2.3 (Dissemble and inspect)

Submit CFR Renew all disturbed seals

2 Dissemble and

Inspect

2 Hydraulic hatch dogging cylinder

3.2.3 (Dissemble and inspect)

Submit CFR Renew all disturbed seals

3 Dissemble and

Inspect

1 Hydraulic hatch

DCV

3.2.3 (Dissemble and inspect)

Submit CFR Renew all disturbed seals and orings

4 Operational

Testing – Post

Repairs

1 Cargo Hatch N/A Raise and lower, dog and un-dog, the hatch three complete cycles. Verify hatch operates in accordance with parameters specified in TP-3717 with no unusual noise or binding.

Submit CFR.

CAUTION!

DO NOT PAINT GASKETS OR ANY MOVING PARTS, INCLUDING

DOGS, NUTS, WEDGES, SPINDLES, YOKES, PACKING, CONNECTING

RODS AND HINGE PINS.

17 Rev-0

57301_Hyd_Chain_Stopper_Overhaul_ANK_0712_FLT

REC_57321_FLT_225’ WLB ‘B’ Class (ALL) (0811)

WORK ITEM 3: Hydraulic Chain Stoppers, Overhaul

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to overhaul the port and starboard hydraulic chain stoppers.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

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

Assembly

Coast Guard Drawing 225B WLB 573-009, Rev E, Bi-Dir Ch Stopper With Retractable Roller

Stopper

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3559, SWBS 573-D, Jan 1997, Chain Stopper

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures - hydraulic system. The Contractor shall maintain existing hydraulic system cleanliness; take all necessary precautions to prevent the introduction of contaminants into the hydraulic

18 Rev-0 system. Whenever disconnecting or removing components from the hydraulic system, completely seal all openings to the rest of the system, immediately, using either caps (for externally threaded connection points), bolt-on blanks, or taped-on discs/covers (durable plastic or sheet-metal no less than 1/16-inch thick).

NOTE

Plastic bags may be used only when arrangement or configuration prevents the use of the other sealing methods specified above.

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

0000, paragraph 3.3.5 (Interferences).

3.1.5 Work coordination. The Contractor shall coordinate this work item with all other weight handling -associated jobs that are included in this specification package.

3.2 Inspection and repair tasks. The Contractor shall refer to Coast Guard Drawings 225B WLB 573-009

FL-2605-29, and TP 3559, SWBS-573-D as guidance. Perform all work in accordance with SFLC Std

Spec 5000.

ADDITION REQUIREMENTS

# TASK TYPE

(SFLC STD

SPEC 5000

PARA. REF.)

QTY COMPONENT

OR ASSEMBLY

APPENDIX AND PARA.

FROM SFLC STD SPEC

OTHER

1 Disassemble and

Inspect

2 Directional control valve assembly

C2.4 (Valves and manifolds)

Submit CFR.

2 Disassemble and

Inspect

4 Hydraulic cylinder 3.2.3 (Disassemble and

Inspect)

Submit CFR.

Renew all seals

3 Final Test 2 Hydraulic Chain

Stopper Assembly

B2.2 (Hydraulic chain stoppers)

Operational Load Test

Weight: 16,500 (+0 -825) pounds

Submit CFR.

4 Fabricate and

Install

2 Label Plate B2.9 (Label plates) Weight: 16,500 (+0 -825) pounds

3.3 Special requirements for various components. If a Change Request has been authorized for additional work on any of the components listed in Table 1 below, the Contractor shall refer to the corresponding Appendix or paragraph of SFLC Std Spec 5000.

TABLE 1 – SPECIAL REQUIREMENTS

COMPONENT

APPENDIX & PARAGRAPH

IN SFLC STD SPEC 5000

Fluids C2.1

Hose assemblies C2.2

19 Rev-0

Piping and tubing C2.3

Valves and manifolds C2.4

Gages C2.5

Gas charged accumulators C2.6

Heat exchangers and fluid coolers C2.7

Systems C2.8

Fastener assemblies D2.1

Wire rope assemblies D2.2

Brakes and clutches D2.3

Open gearing and gear reducers D2.4

Cutter will provide weights needed to perform the weight test.

20 Rev-0

57302_Crossdeck_Ovhl_PWB_0712_FLT

REC_57302_XDckWinch_FLT _225’ WLB ‘B’ Class (ALL) (0211)

WORK ITEM 4: Crossdeck Winches, Overhaul

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to overhaul the below-listed crossdeck winches.

EQUIPMENT

Port Fwd Crossdeck Winch (PFW)

Stbd Fwd Crossdeck Winch (SFW)

Port Aft Crossdeck Winch (PAW)

Stbd Aft Crossdeck Winch (SAW)

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

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

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

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

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

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

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

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

SWBS Group(s) 573, Section A, Cross Deck Winch – Model BMD-390

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

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

OTHER REFERENCES

21 Rev-0

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

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures - hydraulic system(s). The Contractor shall maintain existing hydraulic system cleanliness; take all necessary precautions to prevent the introduction of contaminants into the hydraulic system. Whenever disconnecting or removing components from the hydraulic system, completely seal all openings to the rest of the system, immediately, using either caps (for externally threaded connection points), bolt-on blanks, or taped-on discs/covers (durable plastic or sheet-metal no less than 1/16-inch thick).

NOTE

Plastic bags may be used only when arrangement or configuration prevents the use of the other sealing methods specified above.

3.1.4 Interferences.

None.

3.1.5 Reference documents. The Contractor shall perform the work described herein in accordance with

SFLC Std Spec 5000, Coast Guard Drawings 225B WLB 549-001, 225B WLB 556-001, 225B WLB

573-002 and CG TP-3498, as applicable.

3.2 Inspection and repair particulars.

ADDITIONAL REQUIREMENTS

# TASK TYPE

(SFLC STD

SPEC 5000

PARA. REF.)

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND

PARA. FROM

SFLC STD SPEC

OTHER

1 Disassemble and Inspect

4 Winch Brake

Assembly

D2.3 (Brakes and clutches)

Submit CFR. Renew all friction discs/springs.

2 Disassemble and Inspect

4 Hydraulic Control

Valve Assembly

C2.4 (Valves and manifolds)

Submit CFR.

3 Disassemble and Inspect

4 Winch Hydraulic

Motor Assembly

3.2.3

(Disassemble and inspect)

Submit CFR.

4 Weight Test 4 Crossdeck Winch

Assembly

B2.3 (Winches) Static Load Test Weight:

15,600 (+780 -0) pounds

Rated Load Test Weight :

22 Rev-0

ADDITIONAL REQUIREMENTS

# TASK TYPE

(SFLC STD

SPEC 5000

PARA. REF.)

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND

PARA. FROM

SFLC STD SPEC

OTHER

10,400 (+0 -520) pounds

5 Fabricate and

Install

4 Label Plate B2.9 (Label plates)

3.3 Special requirements for various components. If a Change Request has been authorized for additional work on any of the components listed in Table 1 below, the Contractor shall refer to the corresponding Appendix or paragraph of SFLC Std Spec 5000.

TABLE 1 – SPECIAL REQUIREMENTS

COMPONENT

APPENDIX & PARAGRAPH

IN SFLC STD SPEC 5000

Fluids C2.1

Hose assemblies C2.2

Piping and tubing C2.3

Valves and manifolds C2.4

Gages C2.5

Gas charged accumulators C2.6

Heat exchangers and fluid coolers C2.7

Systems C2.8

Fastener assemblies D2.1

Wire rope assemblies D2.2

Brakes and clutches D2.3

Open gearing and gear reducers D2.4

23 Rev-0

57302_ANK_0113_IBCT

REC_57302_225_Hydraulic_Inhaul_IBCT_225’ WLB (‘B’ Class Hull 206-216) (0113)

WORK ITEM 5: Hydraulic Inhaul Winch, Inspect and Service – Tier II

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and service the hydraulic inhaul (buoy chain) winch.

2. REFERENCES

COAST GUARD DRAWINGS

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

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

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

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

Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3498, Section A, Feb 2008, Buoy Chain Winch

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Command (SFLC) Naval Engineering Directive (NED) 5735-01, Inspection and Test Procedure for Buoy Chain Winch Model CW-1 Onboard WLM 551-564 and WLB 201-215, May 2010

OTHER REFERENCES

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cutback, Cold-

Application

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

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

24 Rev-0

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following task(s) in

Table I:

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of 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.

3.1.3.1 Protective measures - hydraulic system. The Contractor shall maintain existing hydraulic system cleanliness and take all necessary precautions to prevent the introduction of contaminants into the hydraulic system. Immediately after disconnecting or removing components from the hydraulic system, the Contractor shall completely seal all openings to the rest of the system using caps for externally threaded connection points, bolt-on blanks, or taped-on discs/covers made of durable plastic or sheet-metal that is no less than 1/16-inch thick.

NOTE

Plastic bags may be used only when arrangement or configuration prevents the use of the other sealing methods specified above.

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

0000, paragraph 3.3.5 (Interferences).

3.1.6 General hydraulic system requirements. The Contractor shall perform all work in accordance with paragraph 3.1 of SFLC Std Spec 5000, as applicable.

3.1.7 Contractor-furnished parts. The Contractor shall furnish all snap rings, bearings, thrust buttons, seals, o-rings, gaskets, seal washers, keys, shims, lockwashers, bushings, dowel pins, thrust washers, cotter pins, rope clamp, foundation bolts and nuts, as applicable, in accordance with Coast Guard

Drawings 225B WLB 549-001, 225B WLB 556-001, 225B WLB 573-001, and 225B WLB 573-002.

3.2 Recurring Maintenance Requirements. The Contractor shall perform the tasks designated in Table I below.

TABLE I – RECURRING MAINTENANCE REQUIREMENTS

ADDITION REQUIREMENTS

# TASK TYPE

(SFLC STD

SPEC 5000

PARA. REF.)

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND

PARA. FROM SFLC

STD SPEC 5000

OTHER

1 Disassemble and

Inspect

1 Level Wind Arm

Hydraulic Cylinder

3.2.3 (Disassemble and

Inspect)

Submit CFR. Renew all seals

2 Disassemble and 1 Level Wind Cylinder 3.2.3 (Disassemble and Submit CFR. Renew all

25 Rev-0

ADDITION REQUIREMENTS

# TASK TYPE

(SFLC STD

SPEC 5000

PARA. REF.)

QTY COMPONENT OR

ASSEMBLY

APPENDIX AND

PARA. FROM SFLC

STD SPEC 5000

OTHER

Inspect Control Block (DCV) Inspect) seals

3 Disassemble and

Inspect

1 Chain Winch Control

Block (DCV)

C2.4 (Valves And

Manifolds)

Submit CFR. Renew all seals

4 Disassemble and

Inspect

1 Hydraulic motor and hydraulic manifold

3.2.3 (Disassemble and

Inspect)

Submit CFR. Renew all seals

5 Align 1 Buoy Chain In-haul

Winch Assembly

Perform alignment per

Appendix E of Tech Pub

3498, Chain Winch

Realignment Instructions.

Submit CFR

6 Groom and

Lubricate

1 Buoy Chain In-haul

Winch and Level Wind

Arm Assembly

3.2.6 (Groom and

Lubricate)

Perform all adjustments in

Chapter 6-2 of TP-3498.

7 Weight Test 1 Buoy Chain In-haul

Winch and Level Wind

Arm Assembly

Perform all weight testing specified in NED 5735-01

NOTE: A Coast Guard

Inspector will operate the equipment.

See Table II below.

Submit CFR.

8 Fabricate and

Install

1 Label plate B2.9 (Label Plates)

TABLE II – TEST WEIGHTS

MAIN HOIST TEST WEIGHTS

Static 24,750 (+5% - 0%) lbs

Rated 16,500 (+5% - 0%) lbs

Emergency Brake

Release 5,000 (+0% - 5%) lbs

3.4 Special requirements for various components. If a Change Request has been authorized for additional work on any of the components listed in Table IV below, the Contractor shall refer to the corresponding Appendix or paragraph of SFLC Std Spec 5000.

TABLE 1V – SPECIAL REQUIREMENTS

COMPONENT

APPENDIX &

PARAGRAPH IN SFLC

STD SPEC 5000

Fluids C2.1

Hose assemblies C2.2

Piping and tubing C2.3

Valves and manifolds C2.4

Gages C2.5

Gas charged accumulators C2.6

Heat exchangers and fluid coolers C2.7

26 Rev-0

Systems C2.8

Fastener assemblies D2.1

Wire rope assemblies D2.2

Brakes and clutches D2.3

Open gearing and gear reducers D2.4

Cutter will provide weights needed to perform the weight test.

27 Rev-0

58100_ANK_1211_225B

WORK ITEM 6: Anchor Windlass, Level 2 Inspect and Repair

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and repair the port and starboard Anchor Windlasses.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225B WLB 581-001, Rev C, Anchor Handling System Arrangement

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3559, SWBS 581B, Jan 1997, Anchor Windlass, P/S -

Model BMD-478

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures.

Not applicable.

28 Rev-0

3.1.4 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph

3.3.5 (Interferences):

Port and starboard anchors (remove at the swivel shot).

Port and starboard anchor chains.

NOTE

Each anchor weighs 2,250 pounds and each chain is 1-1/8 inch Stud-Link, Grade III with a length of 7 shots.

3.1.5 Reference documents. The Contractor shall perform the work described herein in accordance with

SFLC Std Spec 5000, TP-3559, SWBS 581B, and Coast Guard Drawing 225B WLB 581-001.

3.2 Inspection and repair requirements. The Contractor shall accomplish the following:

ADDITIONAL REQUIREMENTS

# TASK TYPE QTY COMPONENT

OR

ASSEMBLY

APPENDIX AND

PARA. FROM SFLC

STD SPEC 5000

OTHER

1 Disassemble and

Inspect 2 Hydraulic Disc

Brake Assembly

D2.3 (Brakes and clutches)

Submit a CFR. Renew springs/discs/pads.

Renew all disturbed seals/orings/gaskets

2 Disassemble and

Inspect 2 Directional

Control Valve assembly

C2.4 (Valves and manifolds)

Submit a CFR. Renew all disturbed seals/orings/gaskets

3 Disassemble and

Inspect 2 Holding Valve assembly

C2.4 (Valves and manifolds)

Submit a CFR. Renew all disturbed seals/orings/gaskets

4 Final Operational and/or weight test 2 Anchor Windlass B2.5 (Anchor windlass) Submit CFR.

5 Fabricate and

Install 2 Label plate B2.9 (label plates)

3.3 Special requirements for various components. If a Change Request has been authorized for additional work on any of the components listed in Table 1 below, the Contractor shall refer to the corresponding Appendix or paragraph of SFLC Std Spec 5000, as applicable.

TABLE 1 – SPECIAL REQUIREMENTS

COMPONENT

APPENDIX &

PARAGRAPH IN SFLC

STD SPEC 5000

Fluids C2.1

Hose assemblies C2.2

Piping and tubing C2.3

Valves and manifolds C2.4

Gages C2.5

29 Rev-0

Gas charged accumulators C2.6

Heat exchangers and fluid coolers C2.7

Systems C2.8

Fastener assemblies D2.1

Wire rope assemblies D2.2

Brakes and clutches D2.3

Open gearing and gear reducers D2.4

30 Rev-0

58911_ANK_0613_225B

WORK ITEM 7: Buoy Crane, Inspect and Service - Tier II

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform inspections and repairs for the Appleton EB-480-60-40 Crane.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Bearing Sleeve (luffing cylinder bushing)

3120-014241044 6 104.83

Y Luffing Cylinder 3040-014722151 2 30,060.63

Y DCV block 1

**New or refurbished equipment…