Attachment 2 - HERIBERTO HERNANDEZ DS SOW.pdf

USCGC HERIBERTO HERNANDEZ (WPC 1114)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

Developed By: Daniel Domenech-diaz

(REV 1, 04 March 2026)

USCGC HERIBERTO HERNANDEZ (WPC-154) DOCKSIDE AVAILABILITY FY2026

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: Topside Exterior Structure, Repair WORK ITEM 2: Bilge Surface, Clean and Inspect WORK ITEM 3: MDE Plenums, Remove Paint Coating WORK ITEM 4: ASW Piping, Renew WORK ITEM 5: Polyethylene Deck Protector, Renew WORK ITEM 6: Interior Wet Deck Coverings, Renew 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

04Mar26 1 General Requirments

Added paragraph 5. Contracting Requirements

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 154 WPC 111-301, Rev B, Shell Expansion Coast Guard Drawing 154 WPC 151-301, Rev E, Scantlings - Superstructure Coast Guard Drawing 154 WPC 167-201, Rev F, Schedule of Doors, Manholes and Hatches Coast Guard Drawing 154 WPC 168-201, Rev F, Louvers and Covers A&D Coast Guard Drawing 154 WPC 171-201, Rev D, Mast A&D Coast Guard Drawing 154 WPC 251-301, Rev D, Combustion Air Diagram Coast Guard Drawing 154 WPC 261-201, Rev B, Fuel Oil Service System Arrangement Coast Guard Drawing 154 WPC 521-301, Rev C, Firemain System and Magazine Sprinkler Diagram Coast Guard Drawing 154 WPC 524-201 Rev D, Auxiliary Cooling System Arrangement Coast Guard Drawing 154 WPC 533-201, Rev C, Potable Water System Arrangement Coast Guard Drawing 154 WPC 533-301, Rev H, Potable Water System Diagram Coast Guard Drawing 154 WPC 541-201, Rev D, Fuel Oil Transfer System Arrangement Coast Guard Drawing 154 WPC 541-301, Rev D, Fuel Oil Service and Transfer System Coast Guard Drawing 154 WPC 551-301, Rev C, Compressed Air System Diagram Coast Guard Drawing 154 WPC 581-901, Rev -, Holder/Roller Assembly for Rocna Anchor Coast Guard Drawing 154 WPC 593-201, Rev F, Sewage System Arrangement Coast Guard Drawing 154 WPC 593-202, Rev C, Oily Bilge System Arrangement Coast Guard Drawing 154 WPC 593-302, Rev A, Oily Bilge System Diagram Coast Guard Drawing 154 WPC 601-301, Rev C, General Arrangement Coast Guard Drawing 154 WPC 601-302, Rev D, General Arrangement Coast Guard Drawing 154 WPC 612-201, Rev C, Lifelines, Liferails & Stanchions Coast Guard Drawing 154 WPC 613-201, Rev C, Rigging and Covers Coast Guard Drawing 154 WPC 623-301, Rev A, Ladder Arrangement Coast Guard Drawing 154B WPC 251-301, Rev D, Combustion Air Diagram Coast Guard Drawing 154B WPC 521-301, Rev C, Firemain System and Magazine Sprinkler Diagram Coast Guard Drawing 154B WPC 533-201, Rev -, Potable Water System Arrangement Coast Guard Drawing 154B WPC 541-201, Rev B, Fuel Oil Transfer System Arrangement Coast Guard Drawing 154B WPC 593-201, Rev A, Sewage System Arrangement Coast Guard Drawing 154B WPC 593-202, Rev -, Oily Bilge System Arrangement v (Rev-1)

Coast Guard Drawing 154B WPC 593-301, Rev -, Sewage System Diagram Coast Guard Drawing 154B WPC 601-302, Rev -, General Arrangement Coast Guard Drawing 154-WPC 529-301, Rev -, Bilge System Diagram Coast Guard Drawing 154-WPC 593-301, Rev C, Sewage System Diagram Coast Guard Drawing 154WPC 634-301, Rev B, Deck Covering Schedule Coast Guard Drawing 154-WPC-528-301, Rev B, Grey Water System Diagram

COAST GUARD PUBLICATIONS

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

Manual Fire Prevention and Response Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures

OTHER REFERENCES

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

Shipyard Employment Commercial Item Descriptions (CID) A-A-59316, Nov 2003; Abrasive Materials for Blasting 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)/NACE International (NACE No.2 2004, Near White Blast

Cleaning) vi (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.

This section is not applicable to this package.

vii (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 Bilge Surface, Clean and Inspect viii (Rev-1)

PRINCIPAL CHARACTERISTICS

154' WPC (SENTINEL CLASS)

PHYSICAL

Anchor ROCNA, anchor, 150 KG/ 331 LB, Stainless Steel Bulkheads (7), Watertight Bulkheads located below the Main Deck Displacement, delivery, light ship 302 Metric Tons Draft, full load 2.58 Meters (8.46 Feet) End of service life displacement 353 Metric Tons Framing Longitudinal Full load displacement 353 Metric Tons Height of highest projection 17.22 Meters (56.5 Feet) Length overall (loa) 46.80 Meters (153.5 Feet) Maximum beam 7.75 Meters (25.43 Feet) Minimum operating displacement 314 Metric Tons Waterline length (lwl) 44.35 Meters (145.5 Feet)

HULL

Hull/main weatherdeck material AH-36 Steel Superstructure 5456-H1111 Aluminum

MACHINERY

Bow thruster Schottel STT 60 LK Diameter of propeller 1900 mm Emergency service generator (edg) Cummins 6BTA5.9-DM Diesel with Stanford 93KW Generator Fin stabilizer (2), Quantum QC1500 Main propulsion (2), MTU 20V4000 M93L, Sequential Turbo-Charged Diesels Number of blades 6 Number of propellers (2) Michigan Wheel Marine Propeller pitch capability Fixed Propulsion shafts (2), Electralloy Nitronic 50HS (9430mm) Shafts Reduction gears (2), ZF 23560C/D Series Rudders (2), 316L Stainless Steel Shaft rotations per minute 478 Shaft(s) bearing, aft (2), Duramax Bearings Shaft(s) bearing, intermediate (2), Duramax Bearings Shaft(s) diameter 8 Inches Shaft(s) Seal (2), Wartsila Mechanical Seals Ship service generators (2), Cummins QSM11-DM Diesels with Stanford 317KW Generator

TANK CAPACITIES AT 95% LIQUID LOAD (22,958 TOTAL GALLONS)

Fresh water tank, port (3-38-2-w) 708 gal Fresh water tank, stbd (3-38-1-w) 756 gal Fuel oil edg day tank (1-10-1-f) 134 gal Fuel oil gen. ovrflw tnk, ctr. (3-40-0-f) 1,159 gal Fuel oil overflow tank, center (3-10-0-f)

616 gal

Fuel oil service tank, #1 port (3-17-2-f) 1,750 gal Fuel oil service tank, #1 stbd (3-17-1-f) 1,750 gal Fuel oil service tank, #2 port (3-40-2-f) 890 gal Fuel oil service tank, #2 stbd (3-40-1-f) 890 gal Fuel oil storage tank, #1 center (3-11-0- 5,040 gal ix (Rev-1)

f) Fuel oil storage tank, #2 center (3-23-0-f)

5,350 gal

TANK CAPACITIES AT 95% LIQUID LOAD (22,958 TOTAL GALLONS)

Grey water tank, (3-17-0-w) 2,668 gal.

Lube oil storage tank, (2-35-2-f) 146 gal.

Oily water tank, (3-34-1-w) 336 gal.

Sewage collection tank, (3-6-0-w) 429 gal.

Waste oil tank, (3-34-2-f) 336 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

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1915, 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 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 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, with the Contractor’s bid.

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.

3 (Rev-1)

• 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 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, 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.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is unknown.

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 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

4 (Rev-1) 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 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 must 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 must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must 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 must 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 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 site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. 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.

5 (Rev-1)

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5. CONTRACTING REQUIREMENTS

5.1 Required Insurance. Prior to start of performance, the Contractor shall, at its own expense, procure and maintain the following kinds of insurance with respect to performance under the contract. In accordance with HSAR 3052.217-95, Liability and Insurance, and 3052.228-70, Insurance the Contractor shall furnish the Contracting Officer with proof of insurance for the duration of the contract, including:

• Ship Repairer's Liability - $500,000 per occurrence.

• Comprehensive General Liability - $500,000 per occurrence.

• Full insurance coverage in accordance with the United States’ Longshoremen's and Harbor

Worker's Act.

• Full insurance coverage in accordance with the State's Workmen's Compensation Law (or its equivalent) for all places of performance under this contract.

5.1.1 The insurance certificate must provide the name of the US Coast Guard vessel and the contract number as specifically insured.

5.2 Change Request (CR).

5.2.1 The Contractor shall not perform work without the Contracting Officer's authorization. This clause applies to Change Requests (CR), authorized by the Contracting Officer pursuant to the Changes clause. The Contractor shall perform the CR at the labor billing rates designated in the Schedule, as described in paragraph (2) of this clause. All work shall be paid at the prices stated in the Schedule.

5.2.2 The CR composite labor rate is a flat, hourly rate used to price direct production labor hours. Contractors shall provide a detailed breakdown that fully supports the quoted CR composite labor rate. The CR composite labor rate shall be burdened to include the cost of direct production labor, all associated indirect costs, and profit/fee as described below:

5.2.2.1 Direct production labor is defined as work that is directly related to the alteration, modification, and repair tasks performed directly on, or in direct support of, components or systems identified in the CR or elsewhere in the contract. Examples of direct production labor include the following: abrasive cleaning/water blasting, tank cleaning, welding, burning, brazing, blacksmithing, machining (inside and outside), carpentry, electrical/electronic work, crane operation, shipfitting, lagging/insulating, painting, boilermaking, pipe fitting, engineering (production), sheetmetal work, installation and removal of staging/scaffolding, rigging, material handling (shop to ship and within the worksite in support of labor task), set-up (moving tools and equipment from shop to ship to perform a task), fire watch, general labor (including general support of journeyman tasks), cleaning (including debris pickup and removal), and pattern making.

5.2.2.2 Indirect costs are defined as all non-direct production costs and support functions, defined as functions that do not directly contribute to the alteration, modification, or repair of the item or system identified. Examples

6 (Rev-1) of indirect costs include the following: planning, estimating, supervision, management, ship superintendent functions, clerical, surveying, security, transportation, supervision, labor costs, worker-compensation, taxes, inventory control, warehousing, licensing, insurance, all other support items and functions, fixed asset costs, rentals on items normally owned as fixed assets such as tools and hand operated power tools, electrical generators and compressors for operating tools (for drydocks), jigs and fixtures fabricated and used in shop to support production functions, security, contractor facility upkeep and utilities, workman’s compensation, taxes, office supplies, etc.

5.2.2.3 Direct consumables and expendables: supply items, manufactured or procured by the Contractor that are consumed or expended in conjunction with direct production (e.g. rags, gloves, respirators/masks, etc.)

5.2.3 Detailed pricing for the following shall be priced and itemized separately to include all costs and profit/fee as described below and shall not be included in the CR composite labor rate:

5.2.3.1 Direct materials: supply items, manufactured or procured by the Contractor, that are installed in conjunction with direct production, or are otherwise turned over to the Coast Guard (e.g. plate, angle iron, welding rods, paint, pumps, motors, engine and gearbox oil, engine jacket water, etc.)

5.2.3.2 Direct subcontracted services: direct production service items and procured by the Contractor to support the contract (e.g. gas-free engineering services, rented crane services, rented temporary air conditioning units and other rented tools not normally owned as fixed assets, etc.)

5.2.4 CRs do not include replacement work performed pursuant to HSAR 3052.217- 92 Inspection and Manner of Doing Work clause or HSAR 3052.217-100 Guarantees clause.

5.2.5 It is the Government's intention to authorize work identified during the contract performance period to the contractor, if a fair and reasonable price can be negotiated for such work, based on Schedule rates. If a fair and reasonable price cannot be negotiated, the Government may, at its discretion obtain services outside of the contract. Such services may be performed while the ship is undergoing repair in the contractor's facility pursuant to the Access to Vessels clause.

5.2.6 Change Requests shall be transmitted electronically via email. The bullets below display the process of how change requests are to be followed during the availability.

5.2.6.1 CR Process will occur in the following order:

• Condition Found Report (CFR) - Generated by the Contractor and provided to COR.

• Condition Report Reply (CRR) - Generated by the COR and provided to Contractor.

• Change Request - CR and IGE are generated by the COR and forwarded to KO.

• Contractor’s Proposal - Provided to the KO for the identified tasking on CR.

• Negotiations - If needed, take place to establish pricing.

• COR provides copy of Change Request to the Contractor.

• Approved Work Request - Forwarded to Contractor and COR by the KO.

• Modification to Contract - KS/KO will issue a modification covering all CRs.

5.2.7 The contractor shall submit to the Contracting Officer the following information in all CR quotes:

7 (Rev-1)

• The number of direct production labor hours that will be used to accomplish the tasks specified in the CR.

• A list of each direct material, direct subcontracted service, and direct consumable and expendable item that will be used to accomplish the CR, and a corresponding price for each item. The Contracting Officer may request evidence in support of the offered prices such as material receipts and quotes received from subcontractors.

• Any proposed changes to the Schedule of Work.

5.2.8 The contractor shall not be entitled to payment for any hours ordered pursuant to this clause until a written contract modification is executed.

5.3 Schedule of Work.

5.3.1 Notwithstanding other requirements specified in this contract, the contractor shall provide to the Contracting Officer and COR, the following documents within three (3) working days of the vessel's arrival at the contractor's facility for dry-dock availabilities and at the arrival conference for dockside availabilities:

• Production Schedule.

• Work Package Network.

• Total Manpower Loading Curve.

• Trade Manning Curves.

• Subcontracting List.

5.3.2 The Production Schedule shall list the earliest, latest, and scheduled start and completion date for each work item awarded and shall identify the critical path. The Work Package Network shall show the work items, milestones, key events, and activities and shall clearly identify the critical path. The Total Manpower Loading Curve shall show the required manning for the duration of the contract. The Trade Manning Curves shall show the required manning for each trade for the duration of the contract. The Subcontracting List shall show work items, milestones, key events, and activities to be accomplished by subcontractors.

5.3.3 Work ordered and agreed upon, whether or not yet formalized via a change order (contract modification), shall be added to the Production Schedule, Trade Manning Curves, and Subcontracting List and submitted to the Contracting Officer and COR at each weekly Progress Meeting. Any anticipated or unanticipated deviation (greater than two (2) calendar days) from the Production Schedule shall be immediately brought to the attention of the Contracting Officer and COR.

5.3.4 Any deviation in the Production Schedule which results in a delay in the completion of work on a vessel past the established performance period completion date may entitle the Government to remedies for late performance under subparagraph (f) of this clause titled Excusable delays.

5.4 Access to the Vessel

8 (Rev-1)

5.4.1 As authorized by the Contracting Officer, a reasonable number of officers, employees and personnel designated by the Government, or representatives of other contractors and their subcontractors shall have admission to the facility and access to the vessel at all reasonable times to perform and fulfill their respective obligations to the Government on a noninterference basis. The contractor shall make reasonable arrangements to provide access for these personnel to office space, work areas, storage or shop areas, and other facilities and services reasonable and necessary to perform their duties. All such personnel shall comply with contractor rules and regulations governing personnel at its shipyard, including those regarding safety and security.

5.4.2 The contractor further agrees to allow a reasonable number of officers, employees, and designated personnel of contractors on other contemplated work, the same privileges of admission to the contractor's facility and access to the vessel(s) on a noninterference basis, subject to contractor rules and regulations governing personnel in its shipyard, including those regarding safety and security.

5.5 Temporary Services

5.5.1 Temporary services are services incidental to the performance of work, which are required in the schedule or specifications to be provided by the contractor. Temporary services may include the furnishing of water, electricity, telephone service, toilet facilities, garbage removal, office space, parking places or similar facilities.

5.5.2 If performance time is extended due to Government-caused delay, the contractor may request an equitable adjustment for providing temporary services at the rate stated in the Schedule.

9 (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

10 (Rev-1)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

11 (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

12 (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)

13 (Rev-1)

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)

14 (Rev-1)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

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

15 (Rev-1)

4.2 Tank and Void Assessment form.

16 (Rev-1)

17 (Rev-1)

10000_JLW_0925_154WPC

WORK ITEM 1: Topside Exterior Structure, Repair

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to repair exterior structural discrepancies as described in Table 1.

TABLE 1 – IN SCOPE DISCREPANCIES

ITEM DESCRIPTION OF DISCREPANCIES AND RECOMMENDED REPAIRS

1 Description: Weather deck immediately surrounding the EDG fuel oil (F/O) deck valve is warped, causing the deck box to crack.

Recommended repairs: Observe CG testing of EDG deck valve, gas free (1-10-0- E) drain and clean EDG F/O tank. Crop and renew the immediate area of EDG deck box IAW Std Spec 0740 and Coast Guard Drawing 154 WPC 261-201.

Conduct post repair-test of EDG Deck valve in the presence of the CG inspector.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 154 WPC 111-301, Rev B, Shell Expansion Coast Guard Drawing 154 WPC 261-201, Rev B, Fuel Oil Service System Arrangement Coast Guard Drawing 154 WPC 151-301, Rev E, Scantlings - Superstructure Coast Guard Drawing 154 WPC 167-201, Rev F, Schedule of Doors, Manholes and Hatches Coast Guard Drawing 154 WPC 168-201, Rev F, Louvers and Covers A&D Coast Guard Drawing 154 WPC 171-201, Rev D, Mast A&D Coast Guard Drawing 154 WPC 601-301, Rev C, General Arrangement Coast Guard Drawing 154 WPC 612-201, Rev C, Lifelines, Liferails & Stanchions Coast Guard Drawing 154 WPC 613-201, Rev C, Rigging and Covers Coast Guard Drawing 154 WPC 623-301, Rev A, Ladder Arrangement

COAST GUARD PUBLICATIONS

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

18 (Rev-1)

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

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

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.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Inspection and Repairs. The Contractor shall perform the following:

3.2.1 Inspection. Inspect all “in-scope” items and areas designated for repair in Table 1 above.

Determine if there are any additional repairs required, other than those specified in the “Repair Description”. Submit a CFR detailing any recommended additional repairs that may be required to complete the work specified herein. Pending the inspection perform those additional repairs after the KO releases a change request authorizing those additional growth repairs.

3.2.2 Repairs. Repair the discrepancies described in Table 1 in the “Description of Discrepancies and Recommended Repairs” column. Refer to the Coast Guard Drawings listed in Section 2 for configuration description, as applicable.

3.2.2.1 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems) and Appendix B (Cutter and Boat Interior Painting Systems), respectively, and as applicable. Abide by all touch-up requirements outlined in SFLC Std Spec 0000.

19 (Rev-1)

This section is not applicable to this work item.

20 (Rev-1)

S24_002_50001_JLW_0523_1114

WORK ITEM 2: Bilge Surface, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform various inspections, preventive maintenance, and tests.

1.2 Government-furnished property.

None

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 154 WPC 261-201, Rev B, Fuel Oil Service System Arrangement Coast Guard Drawing 154 WPC 521-301, Rev C, Firemain System and Magazine Sprinkler

Diagram Coast Guard Drawing 154B WPC 521-301, Rev -, Firemain System and Magazine Sprinkler

Diagram Coast Guard Drawing 154-WPC-528-301, Rev B, Grey Water System Diagram Coast Guard Drawing 154-WPC 529-301, Rev -, Bilge System Diagram Coast Guard Drawing 154 WPC 533-201, Rev C, Potable Water System Arrangement Coast Guard Drawing 154B WPC 533-201, Rev -, Potable Water System Arrangement Coast Guard Drawing 154 WPC 533-301, Rev H, Potable Water System Diagram Coast Guard Drawing 154 WPC 541-201, Rev D, Fuel Oil Transfer System Arrangement Coast Guard Drawing 154B WPC 541-201, Rev B, Fuel Oil Transfer System Arrangement Coast Guard Drawing 154 WPC 541-301, Rev D, Fuel Oil Service and Transfer System Coast Guard Drawing 154 WPC 551-301, Rev C, Compressed Air System Diagram Coast Guard Drawing 154 WPC 593-201, Rev F, Sewage System Arrangement Coast Guard Drawing 154B WPC 593-201, Rev A, Sewage System Arrangement Coast Guard Drawing 154 WPC 593-202, Rev C, Oily Bilge System Arrangement Coast Guard Drawing 154B WPC 593-202, Rev -, Oily Bilge System Arrangement Coast Guard Drawing 154-WPC 593-301, Rev C, Sewage System Diagram Coast Guard Drawing 154B WPC 593-301, Rev -, Sewage System Diagram Coast Guard Drawing 154 WPC 593-302, Rev A, Oily Bilge System Diagram Coast Guard Drawing 154 WPC 601-302, Rev D, General Arrangement Coast Guard Drawing 154B WPC 601-302, Rev -, General Arrangement

21 (Rev-1)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

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

• 3.2 Perform cleaning and inspections.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor must 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 must 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 must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Perform cleaning and inspections. The Contractor must perform all maintenance described in Table 1 below. Submit a CIR after completing all specified inspections. If a discrepancy is identified while performing the follow-on tasks submit a CFR describing the discrepancy and all recommended repairs.

Then submit a final CFR confirming completion of all tasks. Refer to all applicable documents listed in Section 2 above.

TABLE 1

Task Description of Work Scope

BILGE CLEANING and INSPECTION

GENERATOR ROOM (3-36-0-E)

ENGINE ROOM (3-27-0-E)

FWD AUX SPACE (3-3-0-E)

Clean (e.g. pressure wash, hand wash, wipe down, etc.) all bilge surfaces in the compartments designated above free of all foreign materials, such as dirt, oil, sediment or sludge. Remove all persistent residues, taking care not to damage the coating system or to allow any contamination to enter the machinery. Remove fluids, cleaning media, and residues continuously during the washing process. Remove any residual wash media and wipe up residual moisture with clean, lint-free cloths. Collect, contain, and dispose of all fluids, wash media, residues, and cleaning materials in accordance

22 (Rev-1) with all Federal, state, and local regulations. Inspect all surfaces for discrepancies and detail all findings and all recommended repairs in the CIR described above.

23 (Rev-1)

S25_001_51300_JLW_0925_1114

WORK ITEM 3: MDE Plenums, Remove Paint Coating

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to disassemble the designated plenum assemblies, inspect all accessible areas and components, blast all interior surfaces of paint, renew all disturbed seals, repair all other discrepancies identified, reassemble, and test.

TABLE 1 – LIST OF INTAKE PLENUMS

ITEM

PLENUM

COMPARTMENT DESCRIPTION

1 1-31-3-E STBD MDE Watertight Closure 2 1-31-4-E PORT MDE Watertight Closure

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 154 WPC 251-301, Rev D, Combustion Air Diagram Coast Guard Drawing 154B WPC 251-301, Rev D, Combustion Air Diagram

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for…