Rev-2 BERTHOLF DS FQ1 FY21 Part 2.pdf

USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR DOCKSIDE REPAIRS

Part 2 of 2 FQ1 FY2021

Developed By: Jason P Stonehouse

(Rev-2, 15 October 2020)

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY PART 2 PQ1 FY2021

ii (Rev-2)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items ............................................................................................. ix Principal Characteristics ................................................................................................................................ x General Requirements WORK ITEM 1: Circuit Breakers (Draw Out), Inspect and Test WORK ITEM 2: Perform Forward and Aft Capstans, Level 1 Overhaul WORK ITEM 3: Talon Grid, Inspect and Test WORK ITEM 4: Rudder Stock Grounding Cable, Install WORK ITEM 5: Deck Covering (Polymeric), Repair and Seal WORK ITEM 6: Piping and Valve Insulation, Renew WORK ITEM 7: Surfaces, Preserve WORK ITEM 8: Tenting, Provide WORK ITEM 9: Deck Covering (Slip-Resistant) Flight Deck, Renew WORK ITEM 10: Deck Covering (Slip-Resistant), Renew

WORK ITEM 11: Sewage System Piping, Repair -Optional

WORK ITEM 12: Temporary Services, Provide – Home Pier

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY PART 2 FQ1 FY2021

iii (Rev-2)

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

8/28/2020 1 11 Added Sewage System Piping, Repair- Optional Work Item

8/28/2020 1 12 Added Temporary Services, Provide Work Item

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-2)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev -, General Arrangements

Coast Guard Drawing 418A-WMSL-100-006, Rev -, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-801-001, Rev -, Booklet of General Plans

Coast Guard Drawing 418A-WMSL-512-001, Rev A, HVAC System Diagram (ASC512001)

Coast Guard Drawing 418A-WMSL-593-002, Rev -, Sewage System Diagram

Coast Guard Drawing 418A-WMSL-801-001, Rev, Booklet of General Plans

Coast Guard Drawing 750-WMSL-085-003, Rev A, Compartment Areas & Volumes NSC 1 & NSC 2

(Only) (ASC085012)

Coast Guard Drawing 750-WMSL-085-004, Rev B, Tank Capacity Curves (WMSL 750 ONLY)

(ASC085013)

Coast Guard Drawing 750-WMSL-100-059, Rev C, Topside Configuration (NSC 1 SRD) (AS1100004)

Coast Guard Drawing 750-WMSL 612-003, Rev C, Helo Landing Area Safety Nets & Wheel Stops Arr and Details (ASC612003)

Coast Guard Drawing 750-WMSL-259-003, Rev G, Main Prop DSL / SS DSLGen Air Intake / Exhaust

Diagram (ASC259002)

Coast Guard Drawing 750-WMSL-136-500, Rev C, Centerline Talon Grid & Dock Socket Installation

(Talon Grid Mounting Details)

Coast Guard Drawing 750-WMSL-303-002, Rev D, Coordination of Protective Devices (ASC303004)

Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan – Second Dk, Aft of Fr 52

(ASC3200016)

Coast Guard Drawing 750-WMSL-320-012, Rev G, Power Sys Deck Plan – Main Deck Fwd of Fr 52

(ASC320007)

Coast Guard Drawing 750-WMSL-320-016, Rev F, Power Sys Deck Plan – 01 Level (ASC320009)

Coast Guard Drawing 750-WMSL-320-038, Rev B, Electrical One Line Diagram (ASC320001)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-512-025, Rev C, Vent & Air Conditioning Arr 2nd Deck, Unit 2130

(ASC512213)

Coast Guard Drawing 750-WMSL-512-034, Rev B, Vent & Air Cond Arr Mn Dk Unit 2340

(ASC512234)

Coast Guard Drawing 750-WMSL-514-001, Rev C, Chilled Water System Schematic (ASC514014) v (Rev-2)

Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram (ASC516001)

Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002)

Coast Guard Drawing 750-WMSL-516-005, Rev C, Chilled Water Unit 1240 (ASC516124-CW)

Coast Guard Drawing 750-WMSL-516-006, Rev F, Chilled Water & Refrigeration Piping Unit 1320

(ASC516132-CW)

Coast Guard Drawing 750-WMSL-516-007, Rev C, Chilled Water Unit 1330 (ASC516133-CW)

Coast Guard Drawing 750-WMSL-516-010, Rev B, Chilled Water Unit 2140 (ASC516214-CW)

Coast Guard Drawing 750-WMSL-516-013, Rev D, Chilled Water Unit 2330 (ASC516233-CW)

Coast Guard Drawing 750-WMSL-516-015, Rev B, Chilled Water Unit 3130 (ASC516313-CW)

Coast Guard Drawing 750-WMSL-516-016, Rev C, Chilled Water Unit 3140 (ASC516314-CW)

Coast Guard Drawing 750-WMSL-516-017, Rev C, Chilled Water Unit 3230 (ASC516323-CW)

Coast Guard Drawing 750-WMSL-516-018, Rev B, Chilled Water Unit 3240 (ASC516324-CW)

Coast Guard Drawing 750-WMSL-562-003, Rev D, Rudder Support System (ASC562003)

Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev G, Mooring and Towing Arrangement (ASC582002)

Coast Guard Drawing 750-WMSL-588-006, Rev E, Helo Capture/Handling Arrangement & Instl Dets

(ASC588005)

Coast Guard Drawing 750-WMSL-593-016, Rev -, Sewage System Unit 1240 (ASC593124-Ss)

Coast Guard Drawing 750-WMSL-593-019, Rev C, Sewage System - Unit 1320 (ASC593132-Ss)

Coast Guard Drawing 750-WMSL-593-021, Rev B, Sewage System Unit 1330 (ASC593133-Ss)

Coast Guard Drawing 750-WMSL-593-023, Rev B, Sewage System Unit 1340 (ASC593134-Ss)

Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 (ASC593212-Ss)

Coast Guard Drawing 750-WMSL-593-029, Rev C, Sewage System Unit 2130 (ASC593213-Ss)

Coast Guard Drawing 750-WMSL-593-031, Rev B, Sewage Systems Unit 2140 (ASC593214-Ss)

Coast Guard Drawing 750-WMSL-593-035, Rev B, Sewage System-Unit 2220 (ASC593222-Ss)

Coast Guard Drawing 750-WMSL-593-037, Rev B, Sewage System Unit 2230 (ASC593223-Ss)

Coast Guard Drawing 750-WMSL-593-043, Rev B, Sewage System Unit 2320 (ASC593232-Ss)

Coast Guard Drawing 750-WMSL-593-045, Rev B, Sewage System Unit 2330 (ASC593233-Ss)

Coast Guard Drawing 750-WMSL-593-047, Rev C, Sewage System Unit 2340 (ASC593234-Ss)

Coast Guard Drawing 750-WMSL-593-051, Rev B, Sewage System Unit 3120 (ASC593312-Ss)

Coast Guard Drawing 750-WMSL-593-053, Rev B, Sewage System Unit 3130 (ASC593313-Ss)

Coast Guard Drawing 750-WMSL-593-055, Rev B, Sewage System Unit 3140 (ASC593314-Ss)

Coast Guard Drawing 750-WMSL-593-057, Rev A, Sewage System Unit 3220 (ASC593322-Ss)

Coast Guard Drawing 750-WMSL-593-059, Rev B, Sewage System Unit 3230 (ASC593323-Ss)

Coast Guard Drawing 750-WMSL-593-064, Rev A, Sewage System Unit 4110 (ASC593411-Ss)

Coast Guard Drawing 750-WMSL-593-067, Rev B, Sewage System Unit 4210 (ASC593421-Ss)

Coast Guard Drawing 750-WMSL-593-069, Rev B, Sewage System Unit 4220 (ASC593422-Ss)

Coast Guard Drawing 750-WMSL-593-072, Rev A, Sewage System Unit 4310 (ASC593431-Ss)

Coast Guard Drawing 750-WMSL-593-082, Rev B, Sewage System Unit 2240 (ASC593224-Ss)

Coast Guard Drawing 750-WMSL-593-088, Rev A, Sewage System Unit 4420 (ASC593442-Ss)

Coast Guard Drawing 750-WMSL-593-093, Rev A, Sewage System Unit 2140 (AS3593214-Ss) vi (Rev-2)

Naval Air Warfare Center (NAVAIR) Drawing 627927, Rev A, Visual Landing Aids Installation and

Clearance Requirements

NAVSEA Drawing 804-1385781, Rev E, Hangers, Pipe, For Surface Ship

NAVSEA Drawing 803-1385828 Rev P, Nozzles AFFF and Wash-down System

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

NAVSEA Drawing 810-1385880, Rev D, Fittings, Copper-Nickle Alloy, Slip-on Sleeve for Brazing, Arc, or Gas Welded 200 PSI at 150°

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 7065, SWBS 582, Jun 2007, Forward & Aft Capstan – Model

20834

Coast Guard Technical Publication (TP) 7140, SWBS 633, Jul 2013, Cathodic Protection

Coast Guard Technical Publication (TP) 7165, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and

1SP Shore Power Volume 1

Coast Guard Technical Publication (TP) 7166, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and

1SP Shore Power Volume 2

Coast Guard Technical Publication (TP) 7167, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and

1SP Shore Power Volume 3

Coast Guard Technical Publication (TP) 7999, SWBS 588, Mar 2015, Talon Helicopter Landing Grid –

Type 18-08

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2018, General

Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard

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

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2018, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary

Hull Accesses

OTHER REFERENCES

American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the

Repair of Rotating Electrical Apparatus

ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery vii (Rev-2)

ASTM International (ASTM) F708, 2018, Standard Practice for Design and Installation of Rigid Pipe

Hangers

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2017, Occupational Safety and Health

Standards

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

Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment

Federal Specification (Fed Spec) HH-P-151, Mar 1991, Rubber-Sheet, Cloth Insert https://www.mascoat.com/marine-insulating-paint.html

International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power - Fluids - Method for

Coding Level of Contamination by Solid Particles

Manufacturers Standardization Society of the Valve and Fittings Industry ANSI/MSS SP-58, 2018, Pipe

Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation

MIL-A-46106, Jun 1992, Adhesive-Sealants, Silicone, RTV, One-Component

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

MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing

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

MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

MIL-STD-1627C, Sep 1994, Bending of Pipe or Tube for Ship Piping Systems

MIL-STD-22D (Notice 3), Mar 1991, Welded Joint Design

MIL-STD-419, Jul 1987, Cleaning and Protecting Piping Tubing, And Fittings for Hydraulic Power

Transmission Equipment

NFPA 70E: 2018 Edition Standard for Electrical Safety in the Work Place

Schneider Electric Maintenance and Field Testing Guide for Masterpact NT and NW Circuit Breaker

Instruction Bulletin No. 0613IB1202 Aug 2015

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and

Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning

The Society for Protective Coatings (SSPC) Paint Application Specification No. 2 (SSPC-PA Guide 2), 2004, Measurement of Dry Coating Thickness with Magnetic Gages

The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

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

Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast

Cleaning

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

Standard SSPC-SP 6 (WAB)/NACE WAB-3, Commercial Wet Abrasive Blast Cleaning viii (Rev-2)

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)

9 N Fixation Bolt NSN: 5305-14-537-6930 24 ea. $30.00

9 N Jacking Bolt NSN: 5305-14-463-7787 6 ea. $22.00

9 N Stanchion NSN: 5307-14-534-8081 15 ea. $110.00

9 N Nut, Self-Locking NSN: 5310-14-534-8082 130 ea. $22.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY PART 2 PQ1 FY2021

ix (Rev-2)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5

(Inspection report particulars)):

Work

Item Title

1 Circuit Breakers (Draw Out), Inspect and Test

3 Talon Grid, Inspect and Test

5 Deck Covering (Polymeric), Repair and Seal

7 Surfaces, Preserve

8 Tenting, Provide

9 Deck Covering (Slip-Resistant) Flight Deck, Renew

10 Deck Covering (Slip-Resistant), Renew x (Rev-2)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

Beam @ 01 level 47' 9-1/8"

Depth (01 level @ side to baseline) 39' 2-3/4"

01 deck camber foredeck 1/4" in 1'-0"

Minimum berth depth 20' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators

Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-2)

00000_0220_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), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, 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-2)

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 NDE in accordance with SFLC Std Spec 0740.

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

3.5.1 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 7690390037.

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

Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an

NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

3.5.2 Test and procedures. The Contractor 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, 3 (Rev-2) 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 2018 Edition Standard Specifications and supersede published content:

None.

4 (Rev-2)

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-2)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

6 (Rev-2)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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

7 (Rev-2)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS

PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS

DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Place Surface Profile

Replica Tape Here

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:

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

TIME

8 (Rev-2)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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-2)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-2)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON 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-2)

12305_0519_FLT

REC_12311_FLT_418’ WMSL (750 CGC BERTHOLF) (0717)

WORK ITEM 1: Circuit Breakers (Draw Out), Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test draw out circuit breakers listed in the Table 1.

TABLE 1 – LIST OF CIRCUIT BREAKERS

FUNCTION

MANUFACTURER /

MODEL NO

DESCRIPTION LOCATION

No. 1 Ship Service Diesel

Generator

SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Amp

Trip, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5.

Ship Service Switchboard

No.1S

Auxiliary Machinery Room

(5-36-01-E)

No. 2 Ship Service Diesel

Generator

SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.2S

Forward Main Machinery

Room (5-44-01-E)

No. 3 Ship Service Diesel

Generator

SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.3S

Ship Service Diesel

Generator Room (2-75-5-Q)

Bus Tie Breaker 1S/2S SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.1S

Auxiliary Machinery Room

(5-36-01-E)

Bus Tie Breaker 1S/3S SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2850 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.1S

Auxiliary Machinery Room

(5-36-01-E)

Bus Tie Breaker 2S/1S SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.2S

Forward Main Machinery

Room (5-44-01-E)

Bus Tie Breaker 2S/3S SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.2S

Forward Main Machinery

Room (5-44-01-E)

Bus Tie Breaker 3S/1S SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2850 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.3S

Ship Service Diesel

Generator Room (2-75-5-Q)

12 (Rev-2)

FUNCTION

MANUFACTURER /

MODEL NO

DESCRIPTION LOCATION

Bus Tie Breaker 3S/2S SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2400 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.3S

Ship Service Diesel

Generator Room (2-75-5-Q)

Shore Power Breaker SQUARE D / NW32H2

Electrically Operated, Draw-

Out Circuit Breaker, 2850 Amp

Trip, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5.

Ship Service Switchboard

No.3S

Ship Service Diesel

Generator Room (2-75-5-Q)

Bow Thruster SQUARE D / NW08H2

Electrically Operated, Draw-

Out Circuit Breaker, 800 Trip

Amp, 3-Pole, 450 Volt, 60 Hz with Micro Logic Trip Unit 5

Ship Service Switchboard

No.1S

Auxiliary Machinery Room

(5-36-01-E)

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-100-001, Rev L, General Arrangements

Coast Guard Drawing 418A-WMSL-801-004, Rev B, Booklet of General Plans

Coast Guard Drawing 750-WMSL-303-002, Rev D, Coordination of Protective Devices

(ASC303004)

Coast Guard Drawing 750-WMSL-320-038, Rev B, Electrical One Line Diagram (ASC320001)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Coast Guard Technical Publication (TP) 7165, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 1

Coast Guard Technical Publication (TP) 7166, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 2

Coast Guard Technical Publication (TP) 7167, 7-Feb 2019, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 3

OTHER REFERENCES

Schneider Electric Maintenance and Field Testing Guide for Masterpact NT and NW Circuit

Breaker Instruction Bulletin No. 0613IB1202 Aug 2015

NFPA 70E: 2018 Edition Standard for Electrical Safety in the Work Place

13 (Rev-2)

3. REQUIREMENTS

3.1 General.

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

3.3. Inspection.

3.1.2 Tech Rep. The Contractor shall provide the services of a certified Tech Rep, who is familiar with the Schneider Electric Masterpact NW Circuit Breakers to accomplish the following tasks – on site:

Provide manufacturer's proprietary information, software, and tools pertinent to the equipment/system.

Assist with proper repair methods, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

3.1.2.1 Ensure that the Tech Rep is a Certified Representative of Schneider Electric.

3.1.2.2 Submit the Tech Rep’s name and résumé to the COR at the Arrival Conference.

3.1.2.3 Point of Contact :

Square D/Schneider Electric

Dan Lake/David Rudolph

2637 Collier Canyon Rd.

Livermore, CA 94551

Telephone : (925) 321-9014 http://www.eaton.com

Email: davidjrudolph@eaton.com

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.

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

0000, paragraph 3.3.5 (Interferences).

3.1.5 Reference documents. The Contractor shall refer to the drawings referenced in Section 2 for guidance in accomplishing this work item. Time current curves for circuit breaker are shown on Coast

Guard Drawing 750-WMSL-303-002. Electrical single line diagram is shown in the Figure 3 for reference.

3.1.6 Advance notice. Notify the Coast Guard Inspector 48 hours prior to starting work on this item.

3.1.7 The Contractor shall follow safe electrical work practice in accordance with the NFPA 70E.

mailto:davidjrudolph@eaton.com

14 (Rev-2)

3.1.8 The Tech Rep shall inspect and test circuit breakers listed in the Table 1 in accordance with Figure

2.

3.1.9 The Contractor shall provide rigging services to transport circuit breakers from the Cutter to/from a suitable test shop and back to the Cutter after completion of satisfactory testing.

3.1.10 Outages. Coordinate the disconnection and removal of the circuit breakers listed in Table 1 with the Coast Guard Inspector to ensure orderly shutdown of equipment.

3.1.11 Essential circuits. Unless actively being serviced by other work items, minimize the interruption of power to the following circuits:

3.1.11.1 Ship service lighting (unless temporary lighting is installed).

3.1.11.2 Fire (Circuits F and SM), flooding (Circuit FD), and general (Circuit G) alarms.

3.1.11.3 Main announcing (Circuit 1MC) and dial telephone (Circuit J) systems.

3.1.11.4 Electric fire pump (unless temporary firefighting water supply is connected).

3.1.11.5 Surveillance cameras and IT network

3.1.12 Test plan. At the Arrival Conference, the Contractor shall provide the Test Plan to test the circuit breakers listed in the Table 1 to the Coast Guard Inspector for approval.

3.1.13 Ship Force will remove and re-install circuit breakers listed Table 1 from the Switchboards for inspection and testing by the Contractor. The Contractor shall test circuit breakers at suitable shop and after completion of the satisfactory testing; the Contractor shall turn over circuit breakers to Ship Force for installation to the Switchboards.

3.1.14 Circuit breaker test sequence plan. For Cutter’s operational requirement, the Contractor with Tech

Rep support and Ship Force shall perform testing in following sequence to test circuit breakers listed in

Table 1.

Test ship service breakers while maintaining shore power.

o Group One: 1S-3S Bus Tie. No.1 SSDG Breaker. Bow Thruster Breaker.

o Group Two: 1S-2S Bus Tie. 2S-1S Bus Tie. No.2 SSDG Breaker.

o Group Three: 2S-3S Bus Tie. 3S-2S Bus Tie. No.3 SSDG Breaker.

o Group Four: 3S-1S Bus Tie.

o Group Five: Shore Power Breaker.

Temporarily place 3S-1S Bus Tie in shore power breaker position to maintain shore power.

(Note: Ship will need go dark or be on generator power to conducted shore breaker swaps.

Approximately for 5 Minutes. Two separate times)

Work flow plan with SSDG No.1 or No.2 available o Group One: No.1 SSDG Breaker. Bow Thruster Breaker. 1S-2S Bus Tie. 2S-1S

Bus Tie.

o Group Two: No.2 SSDG Breaker. 2S-3S Bus Tie. 3S-2S Bus Tie.

o Group Three: No. 3 SSDG Breaker. Shore Power Breaker. 3S-1S Bus Tie. 1S-3S

15 (Rev-2)

Bus Tie.

o For Group Three, Ship will need to be on No.1 or No.2 SSDG for power and Shore power will not be available.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

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

Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.2 Removal. Prior to the removal of each circuit breaker listed in Table 1 above, record location

(Position or Circuit Identifier), wiring information, and if adjustable, as found pickup and time delay settings. Record all setting of Micrologic 5.0 trip unit (i.e. Figure 1). Retain all mounting and connecting hardware for later reuse. Submit a CFR.

3.2.1 Ship Force will remove the circuit breakers listed in Table 1 for testing by the Contractor/Tech Rep.

Temporarily cover or insulate switchboard or panel board openings created by the removal of circuit breakers to prevent personnel contact with energized conductors and the entry of debris from other ongoing industrial activities.

3.3 Inspection. Perform the visual external inspections of circuit breakers listed in Table 1.

Inspect circuit breaker cradle

Check for cracks in the circuit breaker case

Inspect the enclosure cleanness and dryness

Verify all covers and trim pieces should in place

Check for overheating while equipment is energized

Perform visual inspection of the contacts (Micrologic 5.0 Trip unit displays the contact wear under Maintenance Manu)

Verify settings on Micrologic trip unit in accordance with Coast Guard Drawing 750-WMSL-

303-002

Replace battery of each Micrologic 5.0 unit

3.3.1 Record any deficiencies found, including those corrected on the spot and Submit a CIR.

NOTE

Tech will confirm with CG inspector that the regressing of the Breaker cradle called out in table 6 is correct before reinstallation.

3.3.4 Testing. After satisfactory visual inspection, perform 5 year preventative maintenance on each breaker listed in Table 1 in accordance to Table 5, 6 and 7 of Schneider Electric Circuit Breaker

Instruction Bulletin No.06131b1202. The Contractor/Tech Rep shall provide electrical power required for OEM Full Function Test Stand (i.e. Figure 4: Universal Circuit Breaker Test) at the Coast Guard Pier.

3.3.4.1 Figure 2 shows Table 5, 6 and 7 of circuit breaker Instruction Bulletin No.06131b1202 for reference.

16 (Rev-2)

3.3.4.2 Record the following test data for each circuit breaker that was tested:

Circuit breaker Model and Serial Number

Circuit identifier or position

Test data and results

Test technician name and date of test

Name and address of testing laboratory

3.3.4.3 Provide Coast Guard Inspector with Circuit Breaker test certification as outlined in 3.3.4.2.

3.4 Reinstallation. After completion of testing, the Contractor and Tech Rep shall return the circuit breakers to Ship Force to install in the switchboard to its original operating condition.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.5 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR

3.5.1 Perform an energized operational test of all affected circuit breakers in the presence of the Coast

Guard Inspector. Verify that all accessory devices are functioning. Submit a CFR.

17 (Rev-2)

FIGURE 1: MICROLOGIC TRIP UNIT.

18 (Rev-2)

FIGURE 2A: TABLE 1 AND 5 OF CIRCUIT BREAKER INSTRUCTION BULLETIN NO.06131B1202

19 (Rev-2)

FIGURE 2B:TABLE 6 AND 7 OF CIRCUIT BREAKER INSTRUCTION BULLETIN NO.06131B1202

20 (Rev-2)

FIGURE 3: ELECTRICAL SINGLE LINE DIAGRAM

21 (Rev-2)

FIGURE 4: SQUARE D CIRCUIT BREAKER TEST SET

22 (Rev-2)

56104_RTK_0420_418

WORK ITEM 2: Perform Forward and Aft Capstans, Level 1 Overhaul

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform a Level 1 overhaul of the capstans listed in Table 1.

NOTE

THIS WORK ITEM IS SPLIT INTO TWO PARTS EXECUTED ACROSS

TWO AVAILABILITIES. THIS IS THE CONTINUATION OF WORK

ITEM 7 IN PART ONE OF THE AVAILABILITY. ONLY PARTIAL

PRESERVATION WILL BE PERFORMED AS LISTED IN THE

UPDATED TASK LIST, LISTED IN TABLE 2.

TABLE 1 – MOORING CAPSTANS

CAPSTAN LOCATION

MOTOR CONTROLLER

LOCATION

Midship Port Capstan 01 Level - Frame 50 1-44-2-L

(Officer Wardroom/Lounge)

Midship Starboard Capstan 01 Level - Frame 47 1-44-1-Q

(Trash Stow and Staging Room)

Port Stern (Towing) Capstan Main Deck - Frame 87 2-88-0-L (Passage, Port Side)

Starboard Stern Capstan Main Deck - Frame 87 2-88-0-L (Passage, Starboard Side)

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan – Second Dk, Aft of Fr

52 (ASC3200016)

Coast Guard Drawing 750-WMSL-320-012, Rev G, Power Sys Deck Plan – Main Deck Fwd of

Fr 52 (ASC320007)

Coast Guard Drawing 750-WMSL-320-016, Rev F, Power Sys Deck Plan – 01 Level

(ASC320009)

Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing

Arrangement (ASC582001)

23 (Rev-2)

Coast Guard Drawing 750-WMSL-582-002, Rev G, Mooring and Towing Arrangement

(ASC582002)

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 7065, SWBS 582, Jun 2007, Forward & Aft Capstan –

Model 20834

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary Machine Systems

OTHER REFERENCES

American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the Repair of Rotating Electrical Apparatus

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 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.

3.1.3.1 Protective measures, hydraulic system(s). 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, 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.

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 following:

Piping

Brackets

Emergency fuel cutoff lever

Ventilation ducting

3.2 Capstan inspections. The Contractor shall perform the following tasks listed in Table 2 for each of the

24 (Rev-2) capstans listed in Table 1. References listed in Section 2 provide technical information and installation details.

TABLE 2 – TASK LIST

ADDITIONAL REQUIREMENTS

# TASK TYPE

(PER SFLC STD

SPEC 5000)

QTY COMPONENT

OR ASSEMBLY

APPENDIX AND

PARA. FROM SFLC

STD SPEC 5000

OTHER

1 Partially Preserve 1 Capstan

Assembly

3.2.4 (Preservation)

This section is not applicable to this work item.

25 (Rev-2)

58840_RTK_0320_418

58840_LCM_1117_418

WORK ITEM 3: Talon Grid, Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test the helicopter landing Type 18-08 talon grid system.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Fixation Bolt NSN: 5305-14-537-6930 24 ea.

$30.00

N Jacking Bolt NSN: 5305-14-463-7787 6 ea.

$22.00

N Stanchion…