ALEX_HALEY__WMEC_282__DS_FQ3_R0.pdf

USCGC ALEX HALEY (WMEC 39)

DOCKSIDE AVAILABILITY FY2016

Developed By: Elise V Maher

(Rev-0, 22 OCT 2015)

USCGC ALEX HALEY (WMEC-282) DOCKSIDE AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Temporary Services, Dockside, Contractor Facility OPTIONAL WORK ITEM 2: Temporary Services, Dockside, Coast Guard Facility OPTIONAL WORK ITEM 3: 42 Man Berthing, Refurbish WORK ITEM 4: Crews Head 2-19-1-L, Refurbish WORK ITEM 5: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 6: Sewage Holding Tanks, Clean and Inspect WORK ITEM 7: Tanks (Grey Water Holding), Preserve “Partial” OPTIONAL WORK ITEM 8: Tanks (Grey Water Holding), Preserve “100%” OPTIONAL WORK ITEM 9: Tanks (Sewage Holding), Preserve “Partial” OPTIONAL WORK ITEM 10: Tanks (Sewage Holding), Preserve “100%” OPTIONAL WORK ITEM 11: Hull, Structural and Deck Plating - Steel Plate, Repair OPTIONAL WORK ITEM 12: Grey Water Transfer Pumps, Overhaul WORK ITEM 13: Circuit Breakers (60 Hz), Inspect and Test WORK ITEM 14: Circuit Breakers (400 Hz), Inspect and Test WORK ITEM 15: Vent Duct Renewal; Various Compartments WORK ITEM 16: Fan Room, Preservation WORK ITEM 17: Vane Axial Fan Overhaul WORK ITEM 18: Boiler Exhaust Stacks, Clean and Inspect WORK ITEM 19: AMR Vent Plenum; Preservation WORK ITEM 20: Auxiliary Machinery Room Bilge Preservation Lead Paint WORK ITEM 21: Engine Room Bilge Preservation Lead Paint WORK ITEM 22: SSDG Exhaust Stacks Commercial Clean WORK ITEM 23: Boiler Exhaust Pipe, Renew Section, OPTIONAL WORK ITEM 24: Welin-Lambie Davit Installation WORK ITEM 25: Tanks (MP Fuel Stowage and Overflow), Clean WORK ITEM 26: Fuel Tank Man Hole Ring Support Coaming, Renew WORK ITEM 27: Grey Water Piping, Modify iii (Rev-0)

Revisions Record

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

DATE REV# WORK

ITEM#

CHANGES MADE

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

iv (Rev-0)

Consolidated List of References

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

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

American Welding Society (AWS): http://www.awspubs.com/index.php

ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

NFPA: http://www.nfpa.org

SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 282-WMEC 101-2, Rev -, Aft End Framing

Coast Guard Drawing 282 WMEC 102-001, Rev D, Double Bottom Amidships

Coast Guard Drawing 282 WMEC 114-003, Rev G, Main Bulkheads (Aft)

Coast Guard Drawing 282 WMEC 114-004, Rev G, Main Bulkheads (Fwd)

Coast Guard Drawing 282-WMEC 145-1, Rev F, General Arrangement Outboard Profile

Coast Guard Drawing 282-WMEC 145-2, Rev F, General Arrangement Inboard Profile & Superstructure

Coast Guard Drawing 282-WMEC 205-2, Rev F, Smokepipe

Coast Guard Drawing FL 2605-39, Rev -, Zodiac H733 RHI - Wood Cradle Chocks

Coast Guard Drawing FL 3601-68, Rev -, Shower Stalls

Coast Guard Drawing 282-WMEC 320-2, Rev Y, CG Conversion Mods to Electrical One LINE Wiring Diagram

Coast Guard Drawing 282-WMEC 324-1, Rev J, CG Conv Mods to Misc Elec Shematic Cntrl WD

Coast Guard Drawing 282-WMEC 500-5, Rev M, Boiler Exhaust Uptake & Air Intake Arrangement

Coast Guard Drawing 282-WMEC 500-19, Rev -, Dual Point Davit Installation, Misc. Piping Mods

Coast Guard Drawing 282-WMEC 501-28, Rev B, Ventilation for Sewage Treatment Room

Coast Guard Drawing 282-WMEC 501-37, Rev -, Working Drawing of AC, Heating & Ventilation Arrangement 01 Level & Main Deck v (Rev-0)

Coast Guard Drawing 282-WMEC 501-44, Rev H, Details of Vent Jalousies

Coast Guard Drawing 282-WMEC 501-39, Rev K, Arrangement of Fan Room, Main Deck Port FR 29-30

Coast Guard Drawing 282-WMEC 501-59, Rev A, Vent Mods Fan Rooms 1-29-1-Q & 1-29-2-Q Coast Guard Drawing 282-WMEC 505-25, Rev A, Piping Modifications Grey Water Capacity Increase

Coast Guard Drawing 282-WMEC 583-1, Rev B, SPD/RHI Installation Arrangement and Details

Coast Guard Drawing FL- 583-1, Rev -, Welin Lambie Davit Test Beam

Coast Guard Drawing 282-WMEC 583-2, Rev B, Single Point Davit Hydraulic Piping Diagram and Arrangement

Coast Guard Drawing 282-WMEC 583-3, Rev -, CG Conversion Modifications to SPD Hydraulic Diagram

Coast Guard Drawing 282-WMEC 583-4, Rev B, Dual Point Welin Lambie Davit Installation

Coast Guard Drawing 282-WMEC 588-11, Rev -, Mods to Stack & Decks Incid to Helo Hangar Install

Coast Guard Drawing 282-WMEC 588-13, Rev -, 400HZ Helo Service Equipment Block Wiring

Coast Guard Drawing 282-WMEC 601-1, Rev -, CG Convs Mods to 2nd Deck Heads Arrangement

Coast Guard Drawing 282-WMEC 601-2, Rev D, CGC ALEX HALEY General Arrangements

Coast Guard Drawing 282-WMEC 607-2, Rev K, Insulation Arrg 01 Lvl & Mn Deck

Coast Guard Drawing 282-WMEC 607-3, Rev G, Insulation Arrg 1st Plktfrm & Hold

Coast Guard Drawing 282-WMEC 607-2, Rev K, Insulation Arrg 01 Lvl & Mn Deck

Coast Guard Drawing 282-WMEC 644-1, Rev A, CG Conv Mods to 2nd Deck Heads Sanitary Partitions

Coast Guard Drawing 282-WMEC 645-3, Rev -, CG Conversion Modifications to Ship's Gym Arrangement and Details

Coast Guard Drawing 282-WMEC 845-3, Rev -, Booklet of General Plans

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

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

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2014, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC Electrical Motors

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, vi (Rev-0)

Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6341, Jan 2014, Install New Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

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

Coast Guard Technical Publication (TP) 3422, Sewage Discharge Pump

Coast Guard Technical Publication (TP) 4723, 0962-LP-048-8010 - Ships Service Main Switchboard & DC Switchboard

Coast Guard Commandant Instruction (COMDTINST) M5100.47(series), Safety and Environmental Health Manual

Coast Guard Technical Publication (TP) 2754, 22-JUN-84, Hydraulic Power Unit, Multiple Class Cutters - SWBS 583

Coast Guard Technical Publication (TP) 3485C, 5 Sep 2013, Single Point Boat Davit – Model

D5700CT

Coast Guard Technical Publication (TP) 3943, 07-DEC-05, Twin Pivot Arm Davit - Type Tw.Piv 5.0B - Ref. No. 5558-1 Thru 5558-

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.15 (SSPC-SP 15), 2013, Commercial Grade Power Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

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

National Electrical Manufacturers Association (NEMA) Stds, Pub. No. AB4, 2003, Guidelines for Inspection and Preventive Maintenance of Molded Case Circuit Breakers Used in Commercial and Industrial Applications

Underwriters Laboratories Inc. (UL) 489, May 2002, Molded Case Circuit Breaker

Naval Sea Systems Command (NAVSEA) 362-2428, Air Circuit Breaker Navy Type ACB-902R

Naval Sea Systems Command (NAVSEA) 0961-LP-035-4010, Motor-Generator Power Supply

NAVSEA Drawing 804-5773932, Acoustic & Thermal Insulation for Compartments

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

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections vii (Rev-0)

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

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

Naval Sea Systems Command (NAVSEA) T9074-AS-GIB-010/271, Apr 1997, Requirements for Nondestructive Testing Methods

MIL-STD-2035, May 1995, Nondestructive Testing Acceptance Criteria viii (Rev-0)

Consolidated List of Government-furnished Property

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

Work Item

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED COST

($/UNIT)

2 N Three (3) Man Berth Custom Build by Turnbull Enterprises

14 $7,250.00

2 N Mattress 7210-014980279 60 263.34 2 N Lockers OSATNNSTS1218721SD 42 $277.33

2 N M/P: FCDB0401K D0B10AC3M00 1 $1,478.00

2 N M/P: FCDB0301J D0B10AC3M00 2 $1,424.00

2 N M/P: FCDB0301K D0B10AC3M00 2 $1,424.00

2 N M/P: FCBB0601J A0G10AC3M00 1 $1,531.00

2 N 1 in. Face Hullboard N/A 240 ft2 $4.62 2 N 2 in. Face Hullboard N/A 600 ft2 $6.48 2 N RTV315 Tube N/A 20 $28.95 2 N 7/8 in. Anchor Bolt N/A 240 $158.40 2 N Mushroom Cap-Alum. N/A 840 $0.42 2 N 2 in. fiberglass tape N/A 20 $26.85 2 N 3 in. fiberglass tape N/A 8 $50.85 2 N 30-36 SEALF AS -2 gal. N/A 20 $114.75 2 N 2 in. disposable brush N/A 20 $1.17 2 N 1-7/8 in. anchor bolt N/A 20 $0.75 3 N Vacuum Toilet Assembly 5332401 8 $1,092.83 3 N Floor Anchored/ Head Rail

Braced Toilet Stalls N/A 6 $730.50

3 N Shower Faucet Assembly 1-901S 6 $426.51 3 N Lavatory Faucet, 2 knob handles, with pop-up drain, ½ NPT male inlet

30455K72 5 $111.94

3 N Cleaning Supply Locker U1888-HDV-HG 1 $302.20 3 N Slit Foam Rubber Pipe

Insulation (Inner Dia. 1-3/8”) 44745K29 7 $11.22

3 N Slit Foam Rubber Pipe Insulation (Inner Dia. 2-3/8”)

44745K37 50 $19.79

3 N Slit Foam Rubber Pipe Insulation (Inner Dia. 2-7/8”)

44745K41 10 $23.61

3 N Slit Foam Rubber Pipe Insulation (Inner Dia. 3-5/8”)

44745K45 15 $27.26

3 N Slit Foam Rubber Pipe Insulation (Inner Dia. 4-1/8”)

44745K46 5 $26.32

3 N Slit Foam Rubber Pipe Insulation (Inner Dia. 6-5/8”)

44745K48 5 $34.01

3 N Unslit Foam Rubber Pipe Insulation (Inner Dia. 6-5/8”)

4463K191 4 $34.83

3 N High Temperature Fiberglass Pipe Insulation

5556K53 5 $35.76 ix (Rev-0)

3 N Key Locking Toilet Paper Dispenser

2826K52 6 $84.92

3 N Privacy Partition Slide Bolts and Swinging Bar Latches

12815A14 3 $58.02

23 N Dual Point Davit N/A 1 $488,500 23 Y Test Beam*** N/A 1 $7500

*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.

x (Rev-0)

Consolidated List of Critical Inspection Items

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

Work Item

Title

4 Grey Water Holding Tank(s), Clean and Inspect.

5 Sewage Holding Tank, Clean and Inspect.

12 Circuit Breakers (60 Hz), Inspect and Test.

17 Boiler Exhaust Stacks, Clean.

18 AMR Vent Plenum, Preservation.

xi (Rev-0)

Principal Characteristics

282' WMEC (CGC ALEX HALEY)

PHYSICAL

Length overall 282' 8" Length between perpendiculars 264' 0" Beam, extreme 50' 0" Beam @ DWL 47' 0" Depth, molded 24' 0" Draft, mean @ full load displacement 15' 0" Full load displacement 3088 long tons Minimum operating displacement 2567 long tons Light ship displacement 2058 long tons

HULL

Hull material Steel

MACHINERY

Main propulsion Diesel Diesel engines Four Caterpillar 3516 Propeller 2 CPP 11' 9" diameter x 7' 4" pitch, 4 blade, bronze Shore tie 440 VAC, 400 Amp Shaft bearings, forward Orion Thrust Shaft bearings, aft Thordon Shaft Seals; fore & aft John Crane Type MX9

TANK CAPACITIES

Diesel oil 653.1 long tons JP-5 (aviation) 79.5 long tons Fresh water 131.3 long tons Ballast 57.2 long tons

1 (Rev-0)

00000_0315_FLT

REC_00000_FLT_ Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

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

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

2 (Rev-0)

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

Provide fire watch personnel and fire extinguishers for the duration of the availability period

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

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

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 3 (Rev-0) and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to adequately accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000.

3.6 Local Policy. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

None.

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.

4.2 There are multiple work items and activities in this package that will disrupt the crew's berthing and sanitation, as well as lead containing paint work items that pose environmental and industrial hygiene risks to the crew, which will require the closure of the galley. The government will disestablish the galley and move the crew ashore during the disruption of the aforementioned services and during the work activities on lead containing paint work items that elevate risks to personnel. To integrate the temporary crew lodging and messing contract with the aforementioned work activities and to minimize the cost of crew logistics, the performance period for any work item or activity that disrupts berthing, sanitation systems, potable water, air conditioning (heating or cooling), ventilation, elevates industrial or environmental risks to the crew, or requires closure of the galley will start no sooner than 7-days after the start of the availability and end no later than 42-days after the first disruption of crew berthing, sanitation systems, potable water, air-conditioning (heating or cooling), ventilation, or galley closure. The crew will be provided a minimum of 7-days to move back aboard the cutter before the end of the

4 (Rev-0) availability. Any disruption or restoration of services that results in moving the crew ashore or aboard the cutter, closure or reestablishment of the galley, requires a minimum of 96-hour advance notification via a condition found report.

4.2.1 The 42-day period will run continuous and may not be started and stopped, and the period ends when all berthing and sanitation work items are complete, the galley is reestablished and the crew has moved back aboard.

If the disruption of berthing, sanitation or galley services exceeds 42-days, the contractor is responsible for the full cost of the crew lodging, messing, transportation and any related crew logistics costs until these services are fully restored. The government will consider the restoration of air conditioning (heating or cooling) and ventilation via temporary systems if the ambient space conditions can be maintained in the following range (68-72 deg F when heating is required; 70-74 deg F when cooling is required; and a relative humidity less than 70% and achieve a minimum of 1 compartment air volume change 4 times per hour, with 30% of each change consisting of outside air. If temporary air conditioning or ventilation is employed, the contractor may disrupt these services with the crew aboard for no more than 4-hours between 8AM to 4PM to berthing areas and common spaces. The contractor may not disrupt the ventilation or air conditioning systems to the galley or crew messing spaces when the galley is reestablished after the core 42-day performance period.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

Location of Work (incl. frame #’s) Area (sqft)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down

(maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max.

threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

Name of QP-1/NACE Inspector Signature Cert. # Date / Time

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE &

TIME

ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

(Frame & Deck, relation to equipment, etc.)

TEMPERATURE

% REL.

HUMID-

ITY DEW

PT.

SURFACE AMBIENT

ΔT

| DP -

Surface |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________

Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and Sieve Size: _________________________________

Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

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

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

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

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

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

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

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

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

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

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

_____ mils _____ mils _____ mils _____ mils _____ mils

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS

CONDUCTIVITY

(microsiemens/cm)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction

Time Coating System Sequence

(Primer/Touchup/3rd Coat, etc.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL

READING (BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before Adjustments

After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before Adjustments

After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation

3 Before Adjustments

After Adjustments

Avg.

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

11 (Rev-0)

86350_0214_FLT

REC_86350_FLT_282 WMEC (39 CGC ALEX HALEY) (1110)

WORK ITEM 1: Temporary Services, Dockside, Contractor Facility

OPTIONAL

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary services to the Cutter, during the performance of this availability.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

12 (Rev-0)

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

3.2 Temporary service particulars. The Contractor shall provide the below listed temporary services, in accordance with SFLC Std Spec 8635.

TABLE 1 - SERVICE SELECTION

*SUB-

PARAGRAPH

TITLE

Y/N

3.3.1 Office space Y

3.3.2 Telephone Y

3.3.3 Parking Y

3.3.4 Duty section berthing: 18 male, 04 female. Duty section berthing shall be provided for during disruption of berthing areas.

Y

3.3.5 Electrical power (including all requirements in associated sub-paragraphs) Y

3.3.6 Hull grounding straps (not applicable when cutter is waterborne) N

3.3.7 Compressed air (including all requirements in associated sub-paragraphs) Y

3.3.8 Hazardous material/hazardous waste disposal (see Tables 2 and 3 below) Y

3.3.9 Heavy lift equipment: {50 hour(s)} Y

3.3.10 Auxiliary Water Supply Y

3.3.10.1 Potable water: 8000 gallons per day, at 50 psig, Y

3.3.10.2 Hot-circulating water N

3.3.10.3 Cooling water N

3.3.10.4 Firemain system (including all requirements in associated sub-paragraphs) Y

3.3.11 Steam (including all requirements in associated sub-paragraphs) N

3.3.12 Refuse disposal Y

3.3.13 Sewage and grey water disposal (including all requirements in associated sub-paragraphs) Y

3.3.14 Storage – General (including all requirements in associated sub-paragraphs): Y

3.3.14 Dry stores. Y

3.3.14 Paint and flammable stores. N

3.3.14 Refrigerated and Freezer Stores. Y

3.3.15 Small boat storage (including all requirements in associated sub-paragraphs) Y *Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635.

TABLE 2 - HAZARDOUS WASTE DISPOSAL – LIQUIDS (GALLONS)

PAINT THINNERS ENGINE COOLANT BILGE WATER

0 0 2000

TABLE 3 - HAZARDOUS WASTE DISPOSAL – SOLIDS

13 (Rev-0)

OILY

FILTERS

OILY RAGS

(LBS)

EMPTY 1-GAL

CONTAINER*

EMPTY 5-GAL

CONTAINER*

EMPTY 55-GAL

CONTAINER*

20 250 0 0 0 *Previously housed hazardous materials.

3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period.

4. NOTES

This section is not applicable to this work item.

14 (Rev-0)

86350_0214_FLT

REC_86350_FLT_282 WMEC (39 CGC ALEX HALEY) (1110)

WORK ITEM 2: Temporary Services, Dockside, Coast Guard Facility

OPTIONAL

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary services to the Cutter, during the performance of this availability.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

15 (Rev-0)

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

3.2 Temporary service particulars. The Contractor shall provide the below listed temporary services, in accordance with SFLC Std Spec 8635.

TABLE 1 - SERVICE SELECTION

*SUB-

PARAGRAPH

TITLE

Y/N

3.3.1 Office space Y

3.3.2 Telephone N

3.3.3 Parking N

3.3.4 Duty section berthing: 18 male, 04 female. Duty section berthing shall be provided for during disruption of berthing areas.

Y

3.3.5 Electrical power (including all requirements in associated sub-paragraphs) N

3.3.6 Hull grounding straps (not applicable when cutter is waterborne) N

3.3.7 Compressed air (including all requirements in associated sub-paragraphs) N

3.3.8 Hazardous material/hazardous waste disposal (see Tables 2 and 3 below) N

3.3.9 Heavy lift equipment: {50 hour(s)} N

3.3.10 Auxiliary Water Supply- only equipment to supply system from sea. Y

3.3.10.1 Potable water: 8000 gallons per day, at 50 psig, N

3.3.10.2 Hot-circulating water N

3.3.10.3 Cooling water N

3.3.10.4 Firemain system (including all requirements in associated sub-paragraphs) Y

3.3.11 Steam (including all requirements in associated sub-paragraphs) N

3.3.12 Refuse disposal N

3.3.13 Sewage and grey water disposal (including all requirements in associated sub-paragraphs) N

3.3.14 Storage – General (including all requirements in associated sub-paragraphs): Y

3.3.14 Dry stores. Y

3.3.14 Paint and flammable stores. N

3.3.14 Refrigerated and Freezer Stores. Y

3.3.15 Small boat storage (including all requirements in associated sub-paragraphs) N *Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635.

TABLE 2 - HAZARDOUS WASTE DISPOSAL – LIQUIDS (GALLONS)

PAINT THINNERS ENGINE COOLANT BILGE WATER

0 0 0

TABLE 3 - HAZARDOUS WASTE DISPOSAL – SOLIDS

16 (Rev-0)

OILY

FILTERS

OILY RAGS

(LBS)

EMPTY 1-GAL

CONTAINER*

EMPTY 5-GAL

CONTAINER*

EMPTY 55-GAL

CONTAINER*

0 0 0 0 0 *Previously housed hazardous materials.

3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period.

17 (Rev-0)

SYY_NNN_60100_JAH_0814_282

WORK ITEM 3: 42 Man Berthing, Refurbish

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to make repairs in the 42 Man Berthing compartment, Compartment 2-17-0-L. Deck color requested is Antigua Brown, or a likeness to this color.

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

N Three (3) Man Berth*** Custom Build by Turnbull

Enterprises 14 $7,250.00

N Mattress*** 7210-014980279 60 263.34 N Lockers*** OSATNNSTS1218721SD 42 $277.33

Fan Coil Units

N M/P: FCDB0401K*** D0B10AC3M00 1 $1,478.00

N M/P: FCDB0301J*** D0B10AC3M00 2 $1,424.00

N M/P: FCDB0301K*** D0B10AC3M00 2 $1,424.00

N M/P: FCBB0601J*** A0G10AC3M00 1 $1,531.00

Insulation N 1 in. Face Hullboard*** N/A 240 ft2 $4.62 N 2 in. Face Hullboard*** N/A 600 ft2 $6.48 N RTV315 Tube*** N/A 20 $28.95 N 7/8 in. Anchor Bolt*** N/A 240 $158.40 N Mushroom Cap-Alum.*** N/A 840 $0.42 N 2 in. fiberglass tape*** N/A 20 $26.85 N 3 in. fiberglass tape*** N/A 8 $50.85

N 30-36 SEALF AS -2

gal***.

N/A 20 $114.75

N 2 in. disposable brush*** N/A 20 $1.17 N 1-7/8 in. anchor bolt*** N/A 20 $0.75

*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.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 282-WMEC 601-2, Rev D, CGC ALEX HALEY General Arrangements

18 (Rev-0)

Coast Guard Drawing 282-WMEC 607-3, Rev G, Insulation Arrg 1st Plktfrm & Hold

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2014, General Requirements

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

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6310, Jan 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6341, Jan 2014, Install New Deck Covering Systems

OTHER REFERENCES

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not Applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.3.1 Lead. When performing this work item, the Contractor shall adhere to the requirements in 29 CFR 1910.1025. The Contractor shall provide respiratory protection and protective work clothing and equipment to Coast Guard personnel in the work area, as well as access to the hygiene facilities for employees who are exposed to lead.

3.1.3.1 The contractor shall take all precautions required to contain lead paint dust generated by removing lead based paint from the affected compartment.

19 (Rev-0)

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed:

Bulkhead Sheathing.

Lead Based Paint.

Electrical Controllers.

Sewage Shore-tie Piping.

3-Way Valve

3.1.4.1 Provide staging as required to allow reaching compartment overhead surfaces. Remove staging upon completion of work.

3.1.4.2 Cover all electrical equipment in each compartment to prevent lead dust contamination and to prevent contamination by paint.

3.1.5 Lead abatement requirements. The Contractor shall be aware of lead content at or in excess of 0.06 percent by weight (0.12 mg/cm2, or 600 ppm) in the affected compartments coating system. Ensure that no visible coatings remain on any part of the substrate, including pitted areas, after completion of surface preparation.

3.1.5.1 Take lead sample swipes of each vent fan compartment and each adjacent compartment.

Verify that there is no lead dust in the adjacent compartments prior to commencing work

3.1.5.2 Upon completion of work, take lead sample swipes of each vent fan compartment and each adjacent compartment. Verify that the contractor’s work has not caused lead paint dust to contaminate either fan compartment or any adjacent compartments. Take final samples after completion of sougee washing in paragraph 3.6.

3.1.5.3 Submit a CFR upon completion of work verifying that the contractor has not spread any lead dust contamination into adjacent compartments.

3.2 Background Information.

3.2.1 Crew berthing compartment 2-17-1-L has not been refurbished since initial installation. It is the intent of the Coast Guard to make repairs in the berthing compartment and to renew the berthing racks.

3.2.2 The lay-out of the berthing compartment is not as shown in CG Dwg 601-2 General Arrangement drawings, but is shown in the sketch attached to the end of this document.

3.3 Receive Government Materials.

3.3.1 Receive the fourteen (14) 3 man berthing racks listed as GFM. Inventory the racks and ensure that all equipment is there.

3.3.2 Transport the racks to the cutter when required for installation.

3.4 Lockers.

20 (Rev-0)

3.4.1 Disconnect the existing lockers from their foundations. Remove the lockers from the cutter to a work area.

3.4.2 Dispose of existing lockers and transport new GFM lockers to cutter when required for installation.

3.4.3 Provide and install a new coat hook on each new locker.

3.5 Three (3) Man Berths.

3.5.1 Remove and dispose of the mattresses on the existing three-man berths. A total of forty-two

(42) mattresses shall be removed and disposed of. Follow all federal, state, and local guidelines for disposal of scrap.

3.5.1 Electrically disconnect the existing three-man berths.

3.5.2 Mechanically disconnect the existing three-man berths from their foundations.

3.5.3 Disassemble each of fourteen (14) 3-man berths in the compartment. Remove all of the pieces and dispose of as scrap. Follow all federal, state, and local guidelines for disposal of scrap.

3.6 Fan Coil Units.

3.6.1 Electrically and mechanically disconnect the six (6) fan coil units in the berthing compartment. Set aside the fan coil units to allow access to decks in the vicinity of the fan coil units.

3.6.2 Upon completion of other work in the compartment, transport the new GFM fan coil units to the compartment.

3.6.3 Modify piping as required to connect chilled water supply and return lines to each of the six

(6) new fan coil units.

3.6.4 Install and reconnect the fan coil units upon completion of other work in the compartment.

Electrically connect the new fan coil units. Use new fasteners to mount the fan coil units to the existing foundations. Ensure fan coil units are properly controlled by thermostats.

3.7 Bulkhead Insulation.

3.7.1 Remove and scrap all insulation on the port side and aft bulkheads of the compartment.

Follow all guidance in federal, state, and local regulations for scrapping materials.

3.7.2 Power tool clean all areas where bulkhead insulation was removed to a tight paint film in accordance with SSPC-SP 3. Feather all edges. Roughen up remaining paint surfaces by lightly sanding all areas.

3.8 Decking.

21 (Rev-0)

3.8.1 Install damage control plugs in all deck drains to prevent entry of contamination into drain system.

3.8.2 Remove the existing decking and underlay on all deck surfaces in the compartment.

3.8.3 Crop and remove the locker foundations.

3.8.3 Power tool clean the decks to commercial clean in accordance with SSPC-SP 15.

3.8.4 Inspections.

3.8.4.1 Visually inspect the decks and bulkhead exposed by removal of the insulation and decking in the presence of the Coast Guard Inspector. Submit a Condition Found Report (CFR) noting any evidence of structural deterioration or damage which may require further repairs.

3.8.4.2 If authorized by a contract modification, conduct ultrasonic surveys to determine amount of metal deterioration. Cost of surveys shall be covered separately.

3.8.4.3 Conduct dye penetrant testing around the perimeter of the bulkhead in way of the bulkheads and joiner panels. Verify that there are no cracks in the perimeter welds which would allow water to leak from the sanitary area or into adjacent compartments. Submit a CFR.

3.8.5 Paint the deck areas as described in SFLC STD Spec 6341.

3.8.6 Renew Decking. Following guidance in SFLC STD Spec 6341, install new polymeric decking in the compartment upon completion of other work.

3.9.1 Remove and scrap all existing deck covering systems from the work areas, taking care not to disturb surrounding layers or materials. Disposal shall be in accordance with all local, state, and federal laws and regulations.

3.9.2 Power tool clean to bare metal all steel decks in the work areas in accordance with SSPC

SP-3.

3.10 Deck covering renewal.

3.10.1 Surfaces shall be completely free of corrosion products, mill scale, dirt, oil, grease, moisture, deteriorated paint, and other surface contaminants. Apply appropriate deck covering system primer coat in accordance with SFLC Std Spec 0740 and manufacturer’s instructions as soon as practicable after cleaning, but in no instance longer than 24 hours.

3.10.2 Prior to priming deck surfaces the Contractor shall conduct an ultrasonic thickness measurement of the deck plating, 4 shots per square foot.

3.10.3…