Attachment 2_CALHOUN (WMSL 759) Specification for DS FY26 FQ4_R1.pdf

USCGC CALHOUN (WMSL 759)

SPECIFICATION FOR DOCKSIDE REPAIRS

FQ4 FY2026

(Rev-1, 24 April 2026)

USCGC CALHOUN (WMSL-418) DOCKSIDE AVAILABILITY FY2026

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Stern Boat Launch and Recovery, Level II WORK ITEM 2: Talon Grid (Type 18-08), Inspect and Test WORK ITEM 3: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 4: Incinerator, Inspect and Test WORK ITEM 5: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 6: Fire Detection System, Inspect and Test WORK ITEM 7: Deck Covering (Slip-Resistant) Flight Deck, Renew WORK ITEM 8: Deck Covering (Slip-Resistant) Hangars, Renew WORK ITEM 9: Deck Covering (Slip-Resistant), Renew WORK ITEM 10: Tenting, Provide WORK ITEM 11: Tanks (Aviation Fuel Service), Clean and Inspect WORK ITEM 12: Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 13: OPTIONAL - Tanks, Preserve Full (100%) WORK ITEM 14: OPTIONAL - Tanks, Partial Preserve WORK ITEM 15: Grey Water Holding Tank(s) and Lift Stations, Clean and Inspect WORK ITEM 16: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 17: Tanks (MP Fuel Storage and Overflow), Clean and Inspect WORK ITEM 18: Tanks (Oily Waste), Clean and Inspect WORK ITEM 19: OPTIONAL - Welding, Provide (General) WORK ITEM 20: Sewage System, Modify WORK ITEM 21: Sewage Piping, Clean and Flush WORK ITEM 22: Fire Prevention, Provide iii (Rev-1)

REVISIONS RECORD

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

DATE REV# WORK

ITEM#

CHANGES MADE

24APR2026 1 D-009 - Added quantity of Fairing compound Kits needed per area to Table 1. Added additional info to the Note in para

3.4.2. Added Note in para 3.5.2. Adjusted verbiage in the

first bullet of paragraph 3.5

24APR2026 1 D-017 - Corrected tank location in paragraph 3.7.1 to 3-36-0-F to match what is listed in Table 1

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-1)

CONSOLIDATED LIST OF REFERENCES

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

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

COAST GUARD DRAWINGS

Coast Guard Drawing 418-WMSL-079-759, Rev -, Damage Control Information

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

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

Coast Guard Drawing 418A-WMSL-101-001, Rev B, Compartment & Access Drawing

Coast Guard Drawing 418A-WMSL-101-003, Rev B, Scantling Plan

Coast Guard Drawing 418A-WMSL-101-051, Rev -, Scantling Sections- (NSC 10 SRD) (ASC101016K)

Coast Guard Drawing 418A-WMSL-101-005, Rev B, Shell Expansion Scantlings

Coast Guard Drawing 418A-WMSL-528-001, Rev A, Plumbing and Interior Deck Drain Diagram

Coast Guard Drawing 418A-WMSL-588-001, Rev A, Aviation Facilities General Arrangements

Coast Guard Drawing 418A-WMSL-593-001, Rev A, Bilge & Oil Pollution Control System Diagram

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

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

Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL-100-012, Rev K, Unit 1120 Structure - Main Deck to 01 Level - Bow to Fr 10 (ASC100112)

Coast Guard Drawing 750-WMSL-100-016, Rev J, Unit 1240 Structure - Main Deck to 01 Level - Fr 9 to Fr 22 (ASC100124)

Coast Guard Drawing 750-WMSL-100-017, Rev L, Unit 1310 Structure – Inner Bottom to 1st Platform – Fr 22 to Fr 35 (ASC100131)

Coast Guard Drawing 750-WMSL-100-020, Rev K, Unit 1340 Structure - Main Deck to 01 Level - Fr 22 to Fr 35 (ASC100134)

Coast Guard Drawing 750-WMSL-100-021, Rev F, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL-100-023, Rev J, Unit 2120 Structure – 1st Platf to 2nd Deck Fr 35 to Fr 44 (ASC100212)

Coast Guard Drawing 750-WMSL-100-030, Rev N, Unit 2240 Structure - Main Dk to 01 Lvl - Fr 44 to Fr

52 (ASC100224)

Coast Guard Drawing 750-WMSL-100-032, Rev K, Unit 2120 Structure – 1st Platf to 2nd Deck Fr 36 to Fr 44 (ASC100212) v (Rev-1)

Coast Guard Drawing 750-WMSL-100-035, Rev M, Unit 2340 Structure Main Deck to 01 Level - Fr 52 to Fr 64 (ASC100234)

Coast Guard Drawing 750-WMSL-100-036, Rev P, Unit 3110 Structure 1st Platform and Below Frs 65-

77 (ASC100311)

Coast Guard Drawing 750-WMSL-100-037, Rev J, Unit 3120 Structure – 1st Platf to 2nd Dk- Fr 64 to Fr

76 (ASC100312)

Coast Guard Drawing 750-WMSL-100-039, Rev N, Unit 3140 Structure Mn Dk to 01 Lvl - Fr 64 to Fr 76

(ASC100314)

Coast Guard Drawing 750-WMSL-100-043, Rev M, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82

(ASC100324)

Coast Guard Drawing 750-WMSL-100-049, Rev L, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr

44 (ASC100422)

Coast Guard Drawing 750-WMSL-100-055, Rev H, Unit 4130 - Structure - 03 Level - Pilot House

(ASC100413)

Coast Guard Drawing 750-WMSL-100-088, Rev A. GENERAL ARRANGEMENTS NSC 9 &

FOLLOW (AS9100001) (UNSIGNED)

Coast Guard Drawing 750-WMSL-100-089, Rev A, Topside Configuration for NSC 8 and Follow

(AS8100004)

Coast Guard Drawing 750-WMSL-100-538, Rev -, Unit 4130 Structure 03 Level - Pilot House - WMSL 754 & Follow

Coast Guard Drawing 750-WMSL-100-508, Rev J, Unit 2340 Structure Main Deck to 01 Level - Fr 52 to Fr 64 (ASC100234)

Coast Guard Drawing 750-WMSL-101-051, Rev -, Scantling Sections- (NSC 10 SRD) (ASC101016K)

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

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship Wide (ASC167001)

Coast Guard Drawing 750-WMSL-167-507, Rev A, Manhole List Installation and Fabrication Ship Wide

(ASC167001)

Coast Guard Drawing 750-WMSL-202-004, Rev E, Machinery Control & Monitoring System Cable Running Sheets

Coast Guard Drawing 750-WMSL-202-19, Rev A, Tank Level & Alarm Indication Sys Cable Running Sheets (CRS) (ASC202014)

Coast Guard Drawing 750-WMSL-202-039, Rev E, MCMS Remote Terminal Units Fire Zone No. 2 Deck Plan

Coast Guard Drawing 750-WMSL-300-024, Rev C, Unit 2240 - Main Dk Fr 44 to Fr 52 Arr of Elect Eqpt

(ASC300224)

Coast Guard Drawing 750-WMSL-300-13, Rev C, Unit 1330 2nd DK-FR 22 TO FR 35 Arrangement of Electrical Equipment (ASC300133)

Coast Guard Drawing 750-WMSL-436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009)

Coast Guard Drawing 750-WMSL-436-013, Rev C, Fire Detection Sys Cable Running Sheets

(ASC436010)

Coast Guard Drawing 750-WMSL-436-014, Rev -, Fire Detection and Control System Schematic

(ASC436028)

Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and

L/M (ASC501004)

vi (Rev-1)

Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002)

Coast Guard Drawing 750-WMSL-583-004, Rev K, Stern Launch & Recovery Arrangement & Details

(ASC583004)

Coast Guard Drawing 750-WMSL-583-504, Rev E, Stern Launch & Recovery Arrangement & Details

(ASC583004)

Coast Guard Drawing 750-WMSL-588-017, Rev -, Aviation Facilities General Arrangements

(NSC10SRD) (ASC588001K)

Coast Guard Drawing 750-WMSL-588-502, Rev F, Aviation Facilities General Arrangements

(ASC588001)

Coast Guard Drawing 750-WMSL-588-503, Rev E, Tie down Installation for Navy H60S/H60R Helo (Waesche Only)

Coast Guard Drawing 750 WMSL 588-504, Rev B, Tie down Installation for Navy H60S/H60R Helo (Stratton)

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

(ASC588005)

Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020)

Coast Guard Drawing 750-WMSL-593-011, Rev B, Solid Waste System Schematic (ASC593026)

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

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

Coast Guard Drawing 750-WMSL-593-106, Rev B, Sewage System Diagram, (NSC 10) (ASC593004K)

Coast Guard Drawing 750-WMSL-593-507, Rev B, Sewage Holding Tank Level Indicator Installation

Coast Guard Drawing 750-WMSL-593-509, Rev -, Sewage Cleanouts Mod vii (Rev-1)

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

Coast Guard Drawing 750-WMSL-621-001, Rev H, Joiner Bulkheads Typical Details

Coast Guard Drawing 750-WMSL-631-02, Rev P, Paint Schedule

Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-801-022, Rev -, Booklet of General Plans

Coast Guard Drawing 750-WMSL-85-049, Rev -, Tank Capacity Curves (WMSL 759 Only)(ASC085013K)

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

NAVAIR Drawing 627927, Rev D, Visual Landing Aids Installation and Clearance Requirements

NAVSEA Drawing 803-1385828, Rev P, Nozzles AFFF and Washdown Systems

NAVSEA Drawing 803-5184182, Rev C, Insulation, Passive Fire Protection- Installation Details

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation Details

WMSL MH-60R/S Hangar Painting Guidance, 2018, Schlemmer G.W., AIR 4.8.1.5

COAST GUARD PUBLICATIONS

Base Charleston Instruction 11000.1, Feb 2025, Base Charleston Safety and Environmental Compliance

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

Coast Guard Technical Publication (TP) 7001, SWBS 436, May 2007, Fire and Smoke Detection System (series)

Coast Guard Technical Publication (TP) 7108A, SWBS 573, Jan 2022, Stores Elevator - Model 20833

Coast Guard Technical Publication (TP) 7184, SWBS 593, 01 Jun 2025, Vacuum Sewage System – Operation, Maintenance & Parts List

Coast Guard Technical Publication (TP) 7809, SWBS 583, Apr 2023, Boat Retrieval Equipment – Boat Hoist, Centerline & Carriage Winches

Coast Guard Technical Publication (TP) 7946, SWBS 593, May 2021, Incineration Plant - Installation, Operation, Maintenance & Spare Parts

Coast Guard Technical Publication (TP) 7999, SWBS 588, 2015, Talon Helicopter Landing Grid - Type 18-08

Coast Guard Technical Publication (TP) Coast Guard Technical Publication (TP) 7346A, SWBS 593, Mar 2022, Bilge Water Separator Ultra-Sep

Coast Guard Technical Publication LR-H2-0002-V0, Tank Level Sensors Models VEGAPULS 66, VEGAFLEX 81, VEGAPULS 6X, AND VEGADIS 81, SWBS 202, APR 2025

Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, And Installation viii (Rev-1)

Surface Forces Logistics Center Standard Specification 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

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

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses

Talon Strength and Load Test, No 58817-3-200A, Rev A, 2011, Northrop Grumman Ship Systems, Inc.

OTHER REFERENCES

MIL-STD-2003B (series), Oct 2020, Electrical Plant Installation Standard Methods for Surface Ships & Submarines

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2024, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2024, 2024, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks.

American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds

American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds

American Welding Society (AWS) D1.1/D1.1M, 2025, Structural Welding Code – Steel

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

ASTM International (ASTM) D3359-23, 2023, Standard Test Methods for Measuring Adhesion by Tape Test

ASTM International (ASTM) D5363-16, 2016, Standard Specification for Anaerobic Single-Component Adhesives (AN)

ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting Corrosion

ASTM Internationals (ASTM) G46-21, 2021, Standard Guide for Examination and Evaluation of Pitting Corrosion

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

Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment

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

DCN Drawing MEGAHRDE82100, Rev C, Landing Grid Type 18-08 Characteristics and Interfaces

MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated

MIL-DTL-32585A w/ Amendment 1, 2023, Insulation, Thermal and Acoustic, Fibrous Glass

MIL-PRF-16173E w/Interim Amendment 2, 2017, Corrosion Prevention Compound, Solvent Cut Back, Cold Application ix (Rev-1)

MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing

MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure

National Fire Protection Association (NFPA) 72, 2022 Edition, National Fire Alarm and Signaling Code

NAVAIR ENGCEN Bulletin 1, Rev J; Air Capable Ship Aviation Facilities Resume

NAVAIR SI-ACS-AFB-1P, 2020, Air Capable Ship Aviation Facility Certification No. 1P

Naval Air Systems Command (NAVAIR) SI-ACS-AFB-1P, 2020, Air Capable Ship Aviation Facility Certification No. 1P

Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2016, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2024, Power Tool Cleaning

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

US Environmental Protection Agency Method 1664, Feb 1999, N-Hexane Extractable Material and Silica Gel Treated N-Hexane Extractable Material by Extraction and Gravimetry.

VEGAFLEX 81 drawing MB5115, VEGA Americas, Inc., Mason, OH x (Rev-1)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 N Spring, Sheave NSN: 5360-01-672-8829

PN: P2-965-0024

8 ea. 185.00

1 N Pins, Spring NSN: 5315-01-672-8220

PN: B2-066-0056

8 ea. 400.00

1 N Pins, Cotter NSN: 5315-01-672-8187

PN: 81-E-0628

8 ea. 1.50

1 N Flat Washer, 2 ½” Nominal, TY A 5”OD x 2 5/8” ID x

0.238” THK

NSN: 5310-01-672-8737

PN: 61-E-16

8 ea. 1.50

1 N Jacking Bolt, Sheave NSN: 5306-01-672-9033

PN: B2-033-0026

8 ea. 275.00

1 Y *CB-OTH Mark IV N/A 1 ea. N/A 1 Y *Long Range Interceptor II N/A 1 ea. N/A 2 N Stanchion Bolts, (ST STL, ~NF EN ISO 4270, CHc M14x2)

NSN: 5307-14-534-8081 (DCN

MEGAHRDE82100, Item 3)

15 ea. 120.00

2 N Stanchion Lock Nuts, (ST

STL, ~NF EN ISO 4270,

CHc M14x2)

NSN: 5310-14-534-8082 (DCN

MEGAHRDE82100, Item 4)

129 ea. 24.00

2 N Fixation Bolts, (ST STL, NF EN ISO 4270, CHc

M16x2-60/44)

NSN: 5305-14-537-6930 (DCN

MEGAHRDE82100, Item 5)

24 ea. 40.00

2 Y Jacking Bolts, (ST STL, NF EN 24017, HM16x2-

100/100)

NSN: 5305-14-463-7787 (DCN

MEGAHRDE82100, Item 7)

6 ea. 24.00

4 N Incinerator Flame Detector PN: 60F4009, 60F4010, 60F4012

NSN: 6685-22-602-4232

2 ea. 49.00

5 Y Monitor, Smart Bilge NSN: 2040-01-600-0112Â 1 ea. 4,700.00 7 N Slip-Resistant Deck

Covering Material Kit, (MIL-PRF-24667D Type V

Comp. G/D/L), Sherwin-Williams Order #

OE032050Q702391

N/A 1 ea. NN,NNN.00

16 N Check Valve NSN: 4820-01-541-5446 PN:

5500447

2 ea. $1,964

*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 Service Center xi (Rev-1)

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

2 Talon Grid (Type 18-08), Inspect and Test

5 Oily Water Separator (OWS) System, Inspect and Groom

6 Fire Detection System, Inspect and Test

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

8 Deck Covering (Slip-Resistant) Hangars, Renew

9 Deck Covering (Slip-Resistant), Renew

10 Tenting, Provide

11 Tanks (Aviation Fuel Service), Clean and Inspect

12 Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect

15 Grey Water Holding Tank(s) and Lift Stations, Clean and Inspect

16 Sewage Holding Tank(s), Clean and Inspect

17 Tanks (MP Fuel Storage and Overflow), Clean and Inspect

18 Tanks (Oily Waste), Clean and Inspect xii (Rev-1)

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-1)

00000_0725_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

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

Base Charleston Instruction 11000.1, Feb 2025, Base Charleston Safety and Environmental Compliance

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, Occupational Safety and Health Standards for Shipyard Employment

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-1)

3. REQUIREMENTS

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

3.1.1 Upon request of the COR, the Contractor must provide credentials and qualifications for anyone that is testing spaces for Paragraph 3.3.1.2 of SFLC Std Spec 0000.

3.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, seven (7) days before the Arrival Conference.

NOTE

NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.

Contractors can apply to NAVSEA headquarters directly for copies.

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

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

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70

3 (Rev-1) microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

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

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

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities and Base Charleston Instruction 11000.1, during the performance of this availability. Contractor must 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 must 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 must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

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

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

4 (Rev-1) 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.

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

3.5.5.6 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must 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. The Contractor must refer to BASECHARINST 11000.1 for local instructions about operating on Base Charleston

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here:

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.

3.7.2 SFLC Standard Specification 0000: Add paragraph 3.2.3.1.2 to state, “ Severe Inclement Weather. The Contractor must include a definition for “Severe Inclement Weather” in their plan covering, at minimum, Sustained Wind Speed, Duration, and Gust Strength.

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-1)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK

ITEM #

WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

6 (Rev-1)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK

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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

7 (Rev-1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

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/AMPP INSPECTOR SIGNATURE CERT. # DATE /

TIME

8 (Rev-1)

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/AMPP No. 2

SSPC-SP WJ-2/AMPP WJ-2

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

Mean Reading (mils)

9 (Rev-1)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-1)

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.

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-1)

4.2 Tank and Void Assessment form.

12 (Rev-1)

13 (Rev-1)

588NN_ANS_1125_418

58302_TAB_1125_418

WORK ITEM 1: Stern Boat Launch and Recovery, Level II

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform maintenance and preservation on Stern Boat Launch and Recovery System.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST ($/UNIT)

N Spring, Sheave NSN: 5360-01-672-8829

PN: P2-965-0024

8 ea. 185.00

N Pins, Spring NSN: 5315-01-672-8220

PN: B2-066-0056

8 ea. 400.00

N Pins, Cotter NSN: 5315-01-672-8187

PN: 81-E-0628

8 ea. 1.50

N Flat Washer, 2 ½” Nominal, TY A 5”OD x 2 5/8” ID x 0.238” THK

NSN: 5310-01-672-8737

PN: 61-E-16

8 ea. 1.50

N Jacking Bolt, Sheave NSN: 5306-01-672-9033

PN: B2-033-0026

8 ea. 275.00

Y *CB-OTH Mark IV N/A 1 ea. N/A Y *Long Range Interceptor II N/A 1 ea. N/A

*Government-loaned property, which must 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 Service Center.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-100-088 Rev A. GENERAL ARRANGEMENTS NSC 9 &

FOLLOW (AS9100001) (UNSIGNED)

Coast Guard Drawing 750-WMSL-583-004, Rev K, Stern Launch & Recovery Arrangement & Details (ASC583004)

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

14 (Rev-1)

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 7809, SWBS 583, Apr 2023, Boat Retrieval Equipment

– Boat Hoist, Centerline & Carriage Winches

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2016, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep. The Contractor must provide the services of Tech Reps in accordance with the following subparagraphs.

3.1.2.1 The Contractor must provide the services of an OEM authorized / licensed Tech Rep for the Centerline and Carriage Winches (Superior–Lidgerwood–Mundy Corp.) to accomplish the following 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

Observe initial testing to identify any major mechanical issues

Adjust and set limits switches associated with the equipment

Adjust wire rope lengths

15 (Rev-1)

3.1.2.2 The Contractor must provide the services of a Qualified Tech Rep for the Centerline and Carriage Winches Control System to accomplish the following on site:

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

3.1.2.3 Control system Tech Rep must possess appropriate software and diagnostic tools from Rockwell Automation to work on the control system components detailed in the notes (section 4 of this WI).

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must 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

Electrical Cables

Brake Guards

Boat Capture Net

3.1.5 Crane services. Contractor must provide crane services for removal and reinstallation of Port and Starboard carriage winches.

NOTE

Port and Starboard winches must be removed from cutter for repairs and preservation work

3.2 Electrical requirements. The Contractor must accomplish all electrical work in accordance with SFLC Std Spec 3042, and test cables in accordance with SFLC Std Spec 3041.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.3 Operational test, initial. Prior to commencement of work, the Contractor must 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.

NOTE

Launching and recovery of a Cutter’s boat will not be performed during the initial Operational test. System will be operated thru its full range of motion.

3.4 Electric motors. The Contractor must perform megger testing for the motors listed in Table 1 in accordance with SFLC Std Spec 3020. Ensure motor leads are disconnected from the control cabinet during megger testing. Submit a CFR detailing results of megger test and recommendations for any parts requiring repair or renewal.

TABLE 1 – LIST OF ELECTRIC MOTORS

16 (Rev-1)

EQUIPMENT NAMEPLATE DATA

Stbd Carriage Winch 15 HP, 440 Volt, 3 Phase, 60 Hz Port Carriage Winch 15 HP, 440 Volt, 3 Phase, 60 Hz

Centerline Winch Motor 30 HP, 440 Volt, 3 Phase, 60 Hz Stbd Carriage Winch Brake Motor 0.75 HP, 440 Volt, 3 Phase, 60 Hz Port Carriage Winch Brake Motor 0.75 HP, 440 Volt, 3 Phase, 60 Hz

Centerline Winch Brake Actuator Motor 0.75 HP, 440 Volt, 3 Phase, 60 Hz Centerline Winch Clutch Actuator Motor 0.33 HP, 440 Volt, 3 Phase, 60 Hz

CAUTION

The PLC back-up battery should be disconnected when the PLC panel is disconnected to prevent draining the battery.

3.5 Control station. The Contractor must open, clean, and inspect the interior of each of the control stations. Perform inspections specified in accordance with Section 11 of Coast Guard TP 7809.

Additionally, verify that cover gaskets are intact and sealing out water from internals, proper connection of all wires (i.e. not loose, disconnected, damaged, etc.), and all lights and switches are operational.

Submit a CFR with a description of any deficiencies identified.

3.5.1 The control system tech rep, while operating the carriage winch system according to normal operating procedures, must evaluate the control system for consistency, reliability, and calibration – checking specifically the elements of the system described in this section subparagraphs, at a minimum.

Minor adjustments to programming may be made – ie. setpoints or scaling – but it must be carefully documented and testing prior to the operational testing planned for this work item.

3.5.1.1 Synchronization between port and starboard carriage winches speed in forward and aft directions.

3.5.1.2 Accuracy of individual carriage winches feedback sensor (encoder), and the output of the DC speed reference signal to the drives.

3.5.1.3 Detection of home (aft limit switch) and upper limit switch positions.

3.6 Centerline boat winch maintenance. The Contractor must perform the following tasks for the centerline boat winch. Submit a CFR with a description of any found discrepancies and recommendations for repairs.

3.6.1 Drain and inspect the gear box lubricating oil for any metal particles or other discrepancies and submit a CFR. Dispose of lubricating oil in accordance with all Federal, state, and local regulations.

3.6.2 Open the gearbox inspection covers and inspect the gearbox internals. Note any indications of damage to gearbox internal parts.