Attachment_(2)_JAMES_(WMSL_418)_DS_FQ3_LDG_19R1.pdf

USCGC JAMES (WMSL 754)

SPECIFICATION FOR DOCKSIDE REPAIRS

FQ3 FY2019

Developed By: CWO Leemelvin D. Gavino

(Rev-1, 25 February 2019)

USCGC JAMES (WMSL-418) DOCKSIDE AVAILABILITY FY2019

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Decks (Helicopter Hangar), Preserve WORK ITEM 2: Tanks (Fuel Oil Service & JP-5 Storage), Clean and Inspect - DESCOPE WORK ITEM 3: Circuit Breakers (Draw Out), Inspect and Test WORK ITEM 4: Reverse Osmosis, System Groom WORK ITEM 5: Cargo Handling Elevator, Level 2 Inspect and Repair WORK ITEM 6: Anchor Windlass Level 2, Inspect and Repair WORK ITEM 7: Dual Point Davit, Biennial Maintenance, Perform WORK ITEM 8: Carriage And Centerline Winch, Inspect and Test WORK ITEM 9: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 10: Deck Covering (Interior Wet/Dry), Seal, High Traffic WORK ITEM 11: Temporary Services, Dockside, Home Pier WORK ITEM 12: Insulation (Overhead), Renew WORK ITEM 13: Standby Lube Oil Service Pumps, Vital Electrical Circuit, Modify -DESCOPE WORK ITEM 14: Intake Ventilation, Modify WORK ITEM 15: Sounding Tube, Replace - DESCOPE WORK ITEM 16: Aircraft Securing Fittings, Install WORK ITEM 17: Deck Covering (Slip-Resistant), Flight Deck, Renew WORK ITEM 18: Life Raft Installation 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

2/25/19 1 2 De-scope Work Item

2/25/19 1 13 De-scope Work Item

2/25/19 1 15 De-Scope Work Item

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

iv (Rev-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 750 WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750 WMSL 085-033, Rev -, Tank Capacity Curves (WMSL 754 Only)

(ASC085013E)

Coast Guard Drawing 750 WMSL 100-001, Rev L, General Arrangements (ASC100001)

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

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

Fr 76 (ASC100312)

Coast Guard Drawing 750 WMSL 100-053, Rev J, Unit 4420 Structure – 01 Level and Abv - Fr 52 to Fr

67 (ASC100442)

Coast Guard Drawing 750 WMSL 100-061, Rev A, Inboard and Outboard Profile (AS3100002)

Coast Guard Drawing 750 WMSL 100-072, Rev -, Topside Configuration for NSC 5 & Follow

(AS5100004)

Coast Guard Drawing 750 WMSL 100-083, Rev -, General Arrangements NSC 5 & Follow (AS5100001)

Coast Guard Drawing 750 WMSL 100-514, Rev F, General Arrangements NSC 3 and Follow

Coast Guard Drawing 750 WMSL 101-004, Rev G, C & A, First Platform (ASC101004)

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

Wide (ASC167001)

Coast Guard Drawing 750 WMSL 180-043, Rev G, Fdn Arr Dwg Design Unit 4420 Bklt No.1

(ASC180442)

Coast Guard Drawing 750 WMSL 300-026, Rev G, Unit 2310 2nd Platform FR 52 to 64 Arr of Elect

Eqpt (ASC300231)

Coast Guard Drawing 750 WMSL 300-048, Rev C, Unit 4420 – 01 Level - Fr 52 to Fr 67 Arr of Elect

Eqpt (ASC300442)

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

Coast Guard Drawing 750 WMSL 304-030, Rev C, Unit 3140-Mn Dk-Fr64 to Fr76 Wireway

Arrangement and Details (ASC304314)

Coast Guard Drawing 750 WMSL 304-044, Rev C, Unit 4420 – 01 Level - Fr 52 to Fr 67 Wireway

Arrangement and Details (ASC304442) v (Rev-1)

Coast Guard Drawing 750 WMSL 304-057, Rev B, Unit 2340 – Mn Dk - Fr 52 to Fr 64 Wireway

Arrangement and Details (ASC3304234)

Coast Guard Drawing 750 WMSL 320-002, Rev F, 60 Hz Power Feeder Deck Plan (ASC320002)

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

Coast Guard Drawing 750 WMSL 320-043, Rev C, Electrical One Line Diagram (NSC5-SRD)

(ASC320001E)

Coast Guard Drawing 750 WMSL 320-510, Rev P, Electrical One LINE Diagram (ASC320001)

Coast Guard Drawing 750 WMSL 320-511, Rev F, Power Sys Deck Plan-Second Dk, Aft of FR 52

(ASC320006)

Coast Guard Drawing 750 WMSL 320-512, Rev G, Power Sys Deck Plan - Main Dk, Aft of FR 52

(ASC320008)

Coast Guard Drawing 750 WMSL 320-535, Rev G, Power Sys Deck Plan - 02 Level and Above

(ASC320010)

Coast Guard Drawing 750 WMSL 320-562, Rev E, Power Sys Deck Plan - 01 Level

Coast Guard Drawing 750 WMSL 320-563, Rev B, Small Boat Receptacle Modification Wiring Diagram

Coast Guard Drawing 750 WMSL 320-593, Rev -, Pwr Sys Mods For MRG/CCG Stby Oil Pumps Vital

Pwr

Coast Guard Drawing 750 WMSL 506-001, Rev F, Overflow/Air Escapes Sounding Tubes Diag.

(ASC506001)

Coast Guard Drawing 750 WMSL 506-016, Rev E, Ovrflw / Air Escapes / Sounding Tubes Unit 2110

(ASC506211-AE)

Coast Guard Drawing 750 WMSL 506-017, Rev B, Overflow / Air Escapes / Sounding Tubes Unit 2120

(ASC506212-AE)

Coast Guard Drawing 750 WMSL 506-018, Rev C, Ovrflw / Air Escapes / Sounding Tubes Unit 2130

(ASC506213-AE)

Coast Guard Drawing 750 WMSL 506-025, Rev C, Ovfl/ Air Escapes / Sounding Tubes - Unit 2300

(ASC506230-AE)

Coast Guard Drawing 750 WMSL 506-026, Rev C, Ovrflw/ Air Escapes / Sounding Tubes - Unit 2330

(ASC506223-AE)

Coast Guard Drawing 750 WMSL 506-027, Rev D, Ovrflw/ Air Escapes / Sounding Tubes - Unit 3110

(ASC506311-AE)

Coast Guard Drawing 750 WMSL 506-028, Rev E, Overflow/ Air Escapes / Sounding Tubes - Unit 3120

(ASC506312-AE)

Coast Guard Drawing 750 WMSL 506-029, Rev D, Overflow/ Air Escapes & Sounding Tubes - Unit

3130 (ASC506313-AE)

Coast Guard Drawing 750 WMSL 506-030, Rev D, Overflow/ Air Escapes / Sounding Tubes - Unit 3140

(ASC506314-AE)

Coast Guard Drawing 750 WMSL 506-039, Rev D, Overflows / Air Escapes / Sounding Tubes Unit 2310

(ASC506231-AE)

Coast Guard Drawing 750 WMSL 506-040, Rev B, Overflow/ Air Escapes / Sounding Tubes - Unit 2320

(ASC506232-AE)

Coast Guard Drawing 750 WMSL 506-041, Rev C, Overflow/ Air Escapes / Sounding Tubes - Unit 2340

(ASC506234-AE)

Coast Guard Drawing 750 WMSL 512-038, Rev G, Vent And Air Cond Arr Mn Dk Unit 3140

(ASC12314)

vi (Rev-1)

Coast Guard Drawing 750 WMSL 512-527 Rev B, Airlift Mods to Ventilation System SS 2-56-2

Coast Guard Drawing 750 WMSL 556-009, Rev -, Anchor Windlass Hydraulic System Description

(ASC556005-02)

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

Coast Guard Drawing 750 WMSL 581-001, Rev D, Anchor Handling (ASC581001)

Coast Guard Drawing 750 WMSL 581-002, Rev B, Anchor Pocket (ASC581002)

Coast Guard Drawing 750 WMSL 583-003, Rev B, Life Raft Arr & Dets (ASC583003)

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

(ASC583004)

Coast Guard Drawing 750 WMSL 583-502, Rev -, Modifications Incidental to the Installation of Allied

Dual Point Davit

Coast Guard Drawing 750 WMSL 583-522, Rev -, Life Raft Foundation Mod

Coast Guard Drawing 750 WMSL 588-001, Rev J, Aviation Facilities General Arrangements

(ASC588001)

Coast Guard Drawing 750 WMSL 588-005, Rev H, Hangar & Aviation Support Spaces Arr & Dets

(ASC588004)

Coast Guard Drawing 750 WMSL 588-006, Rev E, Plan, Sect & Elev For Helo Capture /Handling

(ASC588006)

Coast Guard Drawing 750 WMSL 588-504, Rev B, Tiedown Installation for Navy H60S/H60R Helo

(Stratton)

Coast Guard Drawing 750 WMSL 593-001, Rev J, Bilge and Pollution Control System Diagram

(ASC593002)

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

Coast Guard Drawing 750 WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001)

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

(ASC635002)

Coast Guard Drawing 750 WMSL 801-010, Rev A, Booklet of General Plan (NSC 5 Only)

(ASC801001E)

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 2697, Main Reduction Gear

Coast Guard Technical Publication (TP) 7103, 10-OCT-07, Automatic Transfer Switches - 7000 Series -

Users Guide

Coast Guard Technical Publication (TP) 7107, SWBS 531, Jun 2007, Reverse Osmosis Water Purifier-

SW6994463CNG

Coast Guard Technical Publication (TP) 7108, 21-JUN-07, Stores Elevator - Model 20833

Coast Guard Technical Publication (TP) 7183, 19-OCT-07, Anchor Windlass - Model 2344A000

Coast Guard Technical Publication (TP) 7346, SWBS 593, 18 April 2008, Bilge Water Separator Ultra

Sep Model US5000-J316

Coast Guard Technical Publication (TP) 7348A, 29-MAR-11, Small Boat Retrieval System Equipment

Manual

Coast Guard Technical Publication (TP) 7902A, 14-November-16, Dual Point Davit - Models

DDP11000CTS & SP2200 (S/N - 2313 & 2315)

vii (Rev-1)

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2005, Coatings and Colors Manual

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

Requirements

Surface Forces Logistics Center Standard Specification 0085 (SFLC Std Spec 0085), 2014, General

Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical

Power for Contractor Tools and Equipment

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

Allied Processes

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

Electrical Motors

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 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 5000 (SFLC Std Spec 5000), 2014, Auxiliary

Machinery Systems

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior

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

OTHER REFERENCES

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

ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric)

International Standards Organization (ISO) 4406, 1996, Hydraulic Fluid Power – Fluids – Method for

Coding the Level of Contamination by Solid Particles

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-58, 2009, Pipe

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

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

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required

MIL-DTL-24643, Aug 2007, Cables and Cords, Electric, Low Smoke, For Shipboard Use, General

Specification for

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

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

MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application viii (Rev-1)

MIL-STD-2003-2, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Equipment)

MIL-STD-2003-3, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations)

MIL-STD-777, Aug 2002, Schedule of Piping, Valves, Fittings, and Associated Piping Components for

Naval Surface Ships

NAVAIR Air Capable Ship Aviation Facilities Bulletin No. 1M (SI-ACS-AFB-1M), Sept 2011, Air

Capable Ship Aviation Facility Certification

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

Clearance Requirements

Naval Sea Systems Command Dwg No. 2145532, Rev B, Indicator/Indicating System Liquid Level

Application/Selection Guide

NAVSEA Drawing 803-1916300, Rev N, Aircraft Securing and Engine Run – Up Fittings

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

Details

NFPA 70E: 2015 Edition Standard for Electrical Safety in the Work Place

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

Instruction Bulletin No.06131b1202 Aug 2015

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Paint Application Specification No. 01 (SSPC-PA Guide 1), 2016, Shop, Field, and Maintenance Painting of Steel

The Society for Protective Coatings (SSPC) Paint Application Specification No. 10 (SSPC-PA Guide 10), 2008, Guide to Safety and Health Requirements for Industrial Painting Projects

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 03 (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)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.5, 2007, Near-White Blast Cleaning ix (Rev-1)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED

COST

($/UNIT)

5 N Guide rollers Guide roller, Northern

Elevator, Drawing

20793020

PN: 184796 4 ea 1275.00

5 N Wire rope .25 inch dia x 40 ft, IWRC, SST 7-

19 strand

PN: 188209 40 ft 3.52

5 N Wire Rope 34’ Long each. 0.438 in 6 x 36

Rigth regular lay, IWRC Extra improved plow steel.

NSN: 4010-01-561-8614 PN:

188005

4 ea 610.89

9 N Bilge Alarm, Smart

Cell 120v (Oil Content

Meter)

NSN: 2040 01-600-0112 PN:

BARE0940

1 3,941.22

16 N NAVSEA Drawing

803-1916300, Rev N, Aircraft Securing and

Engine Run-up Fittings

Type XIV

NSN: 5365-01-646-0939

Or

PN: PH285N-14A

18 ea. 365.00

18 N MK-7 Life Raft * NSN: 4220-01-444-6260 2 ea. 8,797.00

18 N Thanner DK84.1M

Hydrostatic Release

Unit*

NSN: 4220-01-493-9233** 2 ea. 946.00

18 N Thimble, Rope, Size 1-

1/8” CRCMF

NSN: 4030-00-814-5781 2 ea. 11.97

N Rope, 3/8” Dia, Lifeline, Kevlar, Urethane Jacketed

PN: HPTG 6700i

(J Henry Holland)

20 ft. (10

ft. per raft)

18 N Clevis, 3/8”, Open End, Kevlar Clevis fitting w/o Hooks (Swageless

Fork)

PN: NSK-137

(GSA)

4 ea. 177.33

18 N Shackle, Thanner NSN: 4030-01-646-9392

Or

PN: 85-122

4 ea. 20.54

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

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

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

2 Tanks (Fuel Oil Service & JP-5 Storage), Clean and Inspect

3 Circuit Breakers (Draw Out), Inspect and Test

6 Anchor Windlass Level 2, Inspect and Repair

7 Dual Point Davit, Biennial Maintenance, Perform

17 Deck Covering (Slip-Resistant), Flight Deck, Renew xi (Rev-1)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

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

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

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

Minimum berth depth 20' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

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

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

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

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

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

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

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-1)

00000_0618_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

General Requirements

1. SCOPE

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

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and

'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is

Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

NOTE

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

2 (Rev-1)

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

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

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec

6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

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

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes

(provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC

Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable

Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is not applicable.

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

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

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 3 (Rev-1) and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility

Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System

(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste

Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the

Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the

Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For

Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the

Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast

Guard facility without COR or KO-approval.

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

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. None.

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

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing

Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of

SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently

4 (Rev-1) cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

3.8 FLETC Base Security. The Contractor shall contact Contracting Officer Representative (COR) upon contract award to obtain FLETC Security Base Access requirements. The Contractor shall note that it can take a minimum of two weeks for FLETC Security to process documentation related to Base Access, and even longer for special cases such as foreign nationals. It is the responsibility of the Contractor to comply with FLETC Base Security measures and the Coast Guard will not be liable for delays or terminations of FLETC Base Access.

3.8.1 Gaining Access to FLETC Charleston:

Contractors that are U.S. Citizens and seeking access to the FLETC/Federal Complex are required to be issued a FLETC ID Badge. Contractors shall submit completed forms FTC-OSPR 17 and OF-306

(or updated versions of the aforementioned forms if distributed by the COR following the award of the contract) to the COR a minimum of 14 days prior to the start date. If the Contractor is expected to be onsite for 5 days or less, a FTC-OSPR-17Z form may be utilized. This form cannot replace the normal application process if the Contractor will be returning to base multiple times within the same contract period. A single 17Z form is authorized per Contractor per contract period. All Contractors will be subject to fingerprinting and background check.

Contractors that are either foreign born or are a foreign national seeking access to the FLETC/

Federal Complex, regardless of time frame, must be issued a FLETC ID Badge. Contractors shall submit completed forms FTC-OSPR-17, FTC-OSPR-17a, FTC-OSPR-17b1, FTC-OSPR-17b2, and

OF-306 and shall provide a copy of their U.S. Passport, Visa, and/or Naturalization Certificate. This shall be submitted to the COR a minimum of 30 days prior to the start date. All Contractors born outside the U.S. but are U.S. Citizens will be required to submit FTC-OSPR-17, FTC-OSPR-

17a, and OF-306 and shall provide proof of U.S. Citizenship in the form of a U.S. Passport or

Naturalization Certificate. Contractors that are either foreign born or are a foreign national shall complete fingerprinting regardless of their duration on the cutter.

The COR will distribute the most recent revision of the access forms, as applicable, via email to the

Contractor as soon as possible following the award of the contract. Contractors are strongly encouraged to type out and hand sign the forms, as hand written forms may be illegible and slow the review process down. The Contractor is strongly encouraged to complete all required fingerprinting prior to the work start date to allow for immediate and uninterrupted access to FLETC and Cutter.

It is imperative that the “Work Start Date” on the FLETC access form is as accurate as possible for that individual. This date should be the day the person will be onsite and need access to the base, not necessarily the first day of the contract. This will allow for an adequate amount of time for the

Contractor’s fingerprints to be adjudicated. An inaccurate “Work Start Date” may cause temporary loss of FLETC access while the contractor’s fingerprints are being processed. Contractor are strongly recommended to extend the “Work Stop Date” 15 to 30 days past the scheduled work completion date to ensure uninterrupted contractor access to FLETC if a contract extension were to occur.

Contractors shall be advised that the Department of Homeland Security (DHS) completes background checks on all FLETC applicants and reserves the right to deny access to those with criminal history, those who have not registered for Selective Service, and/or other various conditions. If any disqualifying information is discovered during the background check process, FLETC may require the individual to vacate FLETC property immediately. DHS may not be required to supply a reason for denial of entry or removal from the FLETC facility. Contractors shall abide by the policies and regulations established for the daily operations of FLETC, including but not limited to wearing the

FLETC-issued ID badges at all times, adhering to posted speed limit signs, posted restricted area signs, traffic directional signs, and law enforcement directions given by FLETC Security Forces. The

Contractor shall be advised that FLETC Badges may be terminated due to violation of FLETC

5 (Rev-1) policies and regulations.

3.8.2 Arriving at FLETC Charleston:

Contractors are required to check in at the visitor’s center prior to entering the main gate and 1) Pick up a visitor’s badge, and 2) Complete a parking pass application prior to gaining access to FLETC.

The parking pass shall be completed on-site and requires the contractor to provide a valid license, vehicle registration and proof of insurance. All vehicles are subject to search and FLETC/Federal

Complex utilizes 100% ID Checks. Parking for HAMILTON and JAMES is located at the head of

PIER PAPA. THE CONTRACTOR SHALL NOT PARK ON THE PIER.

Contractors shall proceed to 1050 Register St to meet with the Base Charleston Command Security

Officer immediately after the visitor center to be fingerprinted. Hours of operation for the Base

Charleston Command Security Officer is Monday thru Friday, 0830-1100. To ensure the Command

Security Officer is available, Contractors shall call 843-740-3168 before arrival. Fingerprinting outside hours of operation shall be scheduled in advance with the Base Charleston Command Security

Officer. Upon completion of fingerprinting, the Project Manager shall provide the COR with names of Contractors to be added to the Cutter Access List.

3.8.3 Gaining Access to CGC HAMILTON and CGC JAMES. The Contractor must complete required fingerprinting before being placed on the Cutter Access List and permitted on board the Cutter. The

Project Manager shall notify the COR of Contractors who have completed fingerprinting to be added to the Cutter

Access List. The Cutter Access List will be kept at the quarterdeck of the vessel, enabling Cutter watch standers to maintain visitor accountability. Contractors shall sign in and out at the quarterdeck each day and abide by

100% ID checks. Contractors who are not on the Cutter Access List will not be permitted onboard the cutter.

3.8.4 Gaining Access to Secure Spaces on the Cutters. Certain spaces on board the cutter contain classified information and will require proof of security clearance before access is granted. These spaces are CIC, COMM/MEES, the LAN Room and SCIF. Personnel requiring to work in these areas must have their clearance via OPNAV 5521/17 form at least two weeks prior to arrival in addition completing fingerprinting.

3.8.5 Submitting Access Requests:

All of the required base access forms contain Personally Identifiable Information (PII). Encryption or password protection of emails is HIGHLY ENCOURAGED.

Please submit all required forms, completed and signed, via email to the Port Engineer/COR listed below. Submit all required forms in a single email, not to exceed 10MB. The designated Port

Engineer/COR will ensure that the forms are secured, reviewed, and forwarded to the proper personnel. You will be notified of any discrepancies with the paperwork.

Please do not hesitate to contact any of the personnel on the email list below with questions.

POINT OF

CONTACT

JOB

DESCRIPTION

E-MAIL PHONE #

LT Pat Beringer HAMILTON Port

Engineer

Patrick.A.Beringer@uscg.mil 843-740-7096

LTJG Charles

Ehret

JAMES Port

Engineer

Charles.T.Ehret@uscg.mil 843-740-7096

LT Corrine Wright WMSL QA/COR

Lead

Corrine.E.Wright@uscg.mil 843-740-7096

6 (Rev-1)

3.9 Pier Restrictions. The Contractor will be provided a “Contractor lay-down area” at the head of the pier to store any office and equipment trailers, personal vehicles, parts, etc. The Contractor should be aware that due to weight limitations on the pier, any blast equipment, vacuum trucks, cranes, portable toilets or showers, etc. shall not be staged on the pier without prior approval. The Contractor shall submit “cut sheets” to the COR a minimum of 5 days prior to the equipment being used for approval. “Cut sheets” are usually obtained from the equipment rental company and typically contain information such as weight, number of axels, dimensions, and other pertinent information about the equipment to be staged on the pier. The Contractor should include the dates the equipment will be staged on the pier and suggested location of the equipment. The COR will forward this information to the Civil Engineering Unit who will approve or deny the equipment to be staged on the pier.

The COR will notify the Contractor once the equipment is approved or denied.

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.

7 (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 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

8 (Rev-1)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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

9 (Rev-1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

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

10 (Rev-1)

TIME

11 (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/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA

RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading

(mils)

Mean Reading (mils) IAW ASTM DD4417).

12 (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)

13 (Rev-1)

14 (Rev-1)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic

Pull-Off (Type I/Banana) Gauge Is

Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

15 (Rev-1)

63120_0617_FLT

REC_63120_Dks_Helo_Hangar_FLT_418' WMSL (ALL) (0617)

WORK ITEM 1: Decks (Helicopter Hangar), Preserve

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to preserve all deck surfaces within the Helicopter (HELO) Hangar.

TABLE 1. SLIP-RESISTANT DECK COVERING

LOCATION COMPO

SYSTEM/APPENDIX

(SFLC STD 6310)

TOPCOAT COLOR

PRESERVE

NOTE

Helo Hangar Decks Deck Flight Deck Dark Gray 36076

Match existing adjacent surfaces

100% MIL-PRF-24667 Type

V Comp. G Non-skid

*Approximated

**Preservation level

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750 WMSL 100-072, Rev -, Topside Configuration for NSC 5 & Follow

(AS5100004)

Coast Guard Drawing 750 WMSL 612-003, Rev C, Helo Landing Area Safety Nets & Wheel

Stops Arr and Details (ASC612003)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2005, Coatings and Colors

Manual

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

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

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

16 (Rev-1)

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

Application

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP

11), 2013, Power Tool Cleaning to Bare Metal

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

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

Abrasive Blast Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep. The Contractor shall accomplish applicable requirements in SFLC Std Spec 0000, paragraphs 3.2.4.2.1 (Painting contractor certification program requirement) and 3.2.4.2.2 (Coating Tech

Rep).

3.1.3 Protective measures. The Contractor shall protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in SFLC Std Spec

0000, paragraph 3.3.3 (Vessel component, space, and equipment protection), and abide by all applicable environmental protection tasks, as specified in paragraph in SFLC Std Spec 0000, Appendix B

(Requirements for Environmental Protection). Upon completion of work, remove and dispose of all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness. Specific areas/equipment/components to be protected include, but are not limited to:

Firefighting equipment.

Hangar interior bulkhead surfaces.

Bulkhead mounted equipment

Electronic equipment

Equipment racks

3.1.3.1 Plug or cover all deck drains to prevent entry of blast grit or debris.

3.1.3.2 Close all weather tight doors in the vicinity of the work area or install double curtain baffles at the entrance of each access door where airborne contamination could occur during surface preparation and painting. Double curtain baffles are necessary at all doors that will be in use during the preservation process. Install a dirt collection mat on the deck directly inside each door.

3.1.3.3 Inspect the integrity of the protective covering at the beginning of each shift where surface preparation and/or painting will be accomplished. Ensure that equipment and machinery have not been infiltrated by contamination. Repair any defects in the protective covering.

17 (Rev-1)

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

0000, paragraph 3.3.5 (Interferences).

3.1.5 Work locations. The concerned work areas are listed in Table 1. See the applicable drawings in section 2 for guidance, locations, and details.

3.1.6 Materials. Any new components, parts, and paints shall be of the same color, comparable and matching material properties as the existing components/parts. Use references in section 1, 2 and SFLC

Std Spec 6310 for guidance, required materials, and details.

3.1.7 Water used in preparation and washing procedures. The Contractor shall ensure that water used in all surface preparation tasks, including pre-surface preparation wash and water jetting is of sufficient purity and quality that it does not prevent the surface being cleaned from achieving the required degree of surface cleanliness or non-visible contamination criteria.

3.1.7.1 Ensure that surface preparation water does not contain sediments or other impurities that are destructive to the proper functioning of the cleaning equipment.

3.1.7.2 Ensure that all water used in any surface preparation or cleaning procedures is captured, contained, and all spent water disposed of in accordance with all Federal, state and local regulations.

3.1.8 Surface preparation optional methods. The Contractor has the option of using either

“High/Ultrahigh Pressure Water Jetting” or “Abrasive Blasting” to achieve the required surface preparation, prior to application of the coating system specified in preservation requirements. The

Contractor may add abrasives to the water jet stream, for one or both of the following reasons:

Achieving greater productivity

Achieving the required surface profile

3.1.9 Work coordination. The Contractor shall coordinate the accomplishment of this work item…