6_WMSL_DS_Notional_Spec.doc

WMSL SPECIFICATION FOR DOCKSIDE REPAIRS 2012

WMSL SPECIFICATION FOR

DOCKSIDE REPAIRS

Developed By: Gregorio J. Vera (Rev. 0, 09 October 2012)

TABLE OF CONTENTS

iiiRevisions Record ivConsolidated List of References viiConsolidated List of Government-furnished Property ixConsolidated List of Critical Inspection Items xPrincipal Characteristics

1General Requirements

16WORK ITEM 1: 02 Level Deck Covering, Install

19WORK ITEM 2: 02 Level Outfit, Modify

26WORK ITEM 3: BERP , Open

29WORK ITEM 4: Decoy Launching System Cable Conduit , Install

41WORK ITEM 5: EDDU and Cabinet 18, Removal

49WORK ITEM 6: Fatigue Life Enhancements, Install

61WORK ITEM 7: Flight Deck Socket Fittings, Install

65WORK ITEM 8: Flight Deck Talon Grid, Install

69WORK ITEM 9: Helicopter ASIST System Tracks, Remove

74WORK ITEM 10: HF Antenna, Relocate

77WORK ITEM 11: HF Transmitter Room Outfit, Install

82WORK ITEM 12: Line-Up Light, Removal and Installation

87WORK ITEM 13: MPC and MPC Annex Outfit, Install

95WORK ITEM 14: MPC Annex Bulkhead Insulation, Install

97WORK ITEM 15: Multi-Cable Transit, Modify

102WORK ITEM 16: Overhead Light Fixture, Modify

118WORK ITEM 17: Port Side Talon Grid, Remove

121WORK ITEM 18: Rigging, Lifting and Material Handling, Support

125WORK ITEM 19: SCIF Bulkhead, Modify

127WORK ITEM 20: Temporary Services, Dockside, Home Pier

133WORK ITEM 21: Weather Deck Drains, Install

136WORK ITEM 22: Weather Deck Drains, Removal

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.

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.

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 750 WMSL 100-049, Rev F, Unit 4220 Structure – 02 Lvl and Above – FR33 to FR44

Coast Guard Drawing 750 WMSL 120-500, Rev D, SCIF Shipalt Structural Modifications Upgrade to Ship’s Structure

Coast Guard Drawing 750 WMSL 120-500, Rev E, SCIF SHIPALT Structural Modifications Upgrades to Ship’s Structure

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

Coast Guard Drawing 750 WMSL 136-501, Rev B, Port Talon Grid Removal

Coast Guard Drawing 750 WMSL 136-502, Rev C, ASIST Track Removal

Coast Guard Drawing 750 WMSL 167-500, Rev C, SCIF Shipalt WMSL 750 Transmitter Rm, Qawt Door 1-42-1

Coast Guard Drawing 750 WMSL 180-045, Rev B, Foundation Arrangement Dwg Design Unit 4130 Bklt No. 1

Coast Guard Drawing 750 WMSL 184-502, Rev B, SCIF Shipalt Ripouts SCIF Electronic Space

Coast Guard Drawing 750 WMSL 184-528, Rev H, Scif Shipalt (EHF) WMSL 750 Fwd EHF Antenna Structural Mods

Coast Guard Drawing 750 WMSL 304-039, Rev A, Unit 4210-01 Lvl-Fr 33 to Fr 44 Wireway Arrangement and Details

Coast Guard Drawing 750 WMSL 330-SKT, Rev G, 750 WMSL SHIPALT Low Level Lighting

Coast Guard Drawing 750 WMSL 432-011, Rev -, Integrated Voice Communications System Deck Plan

Coast Guard Drawing 750 WMSL 436-005, Rev C, Physical Alarm Sys Cable Block Diagram

Coast Guard Drawing 750 WMSL 505-004, Rev A, Piping Material Schedule

Coast Guard Drawing 750 WMSL 509-001, Rev A, HVAC Insulation Schedule and L/M

Coast Guard Drawing 750 WMSL 512-004, Rev A, Vent and Air Conditioning Standard Instruction

Coast Guard Drawing 750 WMSL 512-044, Rev C, Vent & Air Cond Arrg’t, Unit 4220

Coast Guard Drawing 750 WMSL 512-516, Rev F, SCIF Shipalt (SEEE Inc E) WMSL 750 HVAC Modifications

Coast Guard Drawing 750 WMSL 523-500, Rev C, SCIF Shipalt WMSL 750 Mods to WDCM System on House & Pilot House Top

Coast Guard Drawing 750 WMSL 526-503, Rev B, Flight Deck Drain Modifications Coast Guard Drawing 750 WMSL 571-001, Rev B, FAS Arrangement Installation and Details

Coast Guard Drawing 750 WMSL 588-006, Rev C, Helo Capture/Handling Arr & Instl Det

Coast Guard Drawing 750 WMSL 588-501, Rev A-, Line-Up Light Modifications

Coast Guard Drawing 750 WMSL 621-001, Rev D, Joiner Bulkhead Typical Details

Coast Guard Drawing 750 WMSL 634-502, Rev D, SCIF Shipalt (SSEE Inc E) WMSL 750 Deck Covering Mods 02 Level

Coast Guard Drawing 750 WMSL 634-503, Rev D, SCIF Shipalt (SSEE Inc E) WMSL 750 Hull Insulation Mods 02 Level

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

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

Coast Guard Drawing 750 WMSL 801-001, Rev -, Booklet of General Plans

Coast Guard Drawing 750 WMSL 184-530, Rev C, SCIF Shipalt (EDDU & SSC) WMSL 750 EDDU Ripout & SSC Foundations

Coast Guard Drawing ELC-023-SK-08-09-001, Rev A, NSC 3 Structural Enhancements

DCN Propulsion Drawing MEAHRDE82100, Rev B, Landing Grid Type 19-08 Characteristics and Interfaces

NAVSEA Drawing 53711-6780856, Rev U, MK 53 DLS Installation Control Drawing

NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck

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

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

Northrop Grumman Ship Systems Test Procedure 57112-2-200, Rev D, Refueling at Sea Fittings Static Load Test

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 7065, SWBS 582, Mooring and Towing Systems (418 WMSL Hull 752)

Northrop Grumman Ship Systems, Inc. Test Procedure 58817-3-200, Rev A, Talon Strength and Load Test

Surface Forces Logistics Center Standard Specification (SFLC Std Spec 0000), Jan 2009, General Requirements Surfaces Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740) Jan 2009, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2009, Shipboard Electric Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), Jan 2009, Shipboard Electrical Cable Removal, Relocation, Splice, Repair and Installation

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install Interior Deck Covering Systems

OTHER REFERENCES

29 CFR §1915, Occupational Health and Safety Standards for Shipyard Employment Subpart G, Gear and Equipment for Rigging and Materials Handling

ASTM D 6256/D, Standard Specification for Wood-Cleated Shipping Boxes with Skidded, Load-Bearing Bases

ASTM International (ASTM) D1709, 2008, Standard Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method

ASTM International (ASTM) D1922, 2008, Standard Test Method for Propagation Tear Resistance of Plastic Film and Thin Sheeting by the Pendulum Method

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel

ASTM International (ASTM) D882, 2009, Standard Test Method for Tensile Properties of Thin Plastic Sheeting

ASTM International (ASTM) F593, R2008, Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs

ASTM International (ASTM) F594, 2008, Standard Specification for Stainless Steel Nuts

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

Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

Commercial Item Description (CID) A-A-55809B. Feb 2007, Insulation Tape, Electrical, 600V, Polyvinyl Chloride, Pressure-Sensitive Adhesive

Commercial Item Description (CID) A-A-59163A, Nov 2010, Insulation Tape, Electrical, Self-Adhering unsupported Silicone Rubber -1 10030, Tape Self Fusing

Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting

Federal Specification (Fed Spec) FF-W-92B, May 1974, Washer, Flat (Plain)

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-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-P-58102, Plastic Sheet and Laminates, Flexible, For Environmental Storage and Shipping Systems MIL-PRF-1149D, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

MIL-PRF-23236, Aug 2003, Coating Systems for Ship Structures

MIL-PRF-3135H, Deck Covering Underlay Materials

MIL-PRF-81733D, May 1998, Sealing and Coating Compound, Corrosion Inhibitive

MIL-PRF-907F, Nov 2004, Anti-seize Thread Compound, High Temperature

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

NAVAIR 51-50ABA-1, 1 MAY 1978, Technical Manual Operation and Maintenance Instructions with Illustrated Parts Breakdown, VISUAL LANDING AIDS ON AIR CAPABLE SHIPS

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure NAVSHIPS Drawing No. S2803-980208, Label Plate Standards

NAVSHIPS Drawing No. S2803-980209, Label Plate Standards

The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

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.

($/Unit)

PN: PH285N-14A

-IAW NAVSEA 803-6397268

-26” x 66” clear opening -10 Dog -Opens in, to the right -Steel Door -Panel Thickness– .075 inches -w/ interior padlock hasp -standard finish

26” x 75” clear opening Type 1 with a continuous Roton hinge.

Door is Aluminum Honeycomb panel construction with AL extruded frame.

Baked enamel finish Type III, Class 2, of MIL-E-15090, color Gray FED STD 595 No. 26307.

Opens in/to the right Fitted with door closure ANSI A156-4 grade 1, size 3, aluminum finish with options PT4C (50% adjustable spring power) and PT4D (adjustable backcheck) Fitted with Kaba Ilco cipher lock model 1011-26D-41 (door opens in to the secure space) with 2 copies of combination change key Fitted with Kaba-MAS CDX-09 Combination Deadbolt lock for pedestrian doors with a drill resistant dial ring mounting plate Doors shall be fitted with anti rattle bumpers.

PN: 805-4629248-1

*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

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

Work Item Title Work Item 2:

02 Level Outfit, Modify Work Item 3:

BERP, Open

Work Item 5:

EDDU and Cabinet 18, Removal Work Item 10:

HF Antenna, Relocate

Work Item 11:

HF Transmitter Room Outfit, Install

Work Item 13:

MPC and MPC Annex Outfit, Install

Work Item 15:

Multi-Cable Transit, Modify

Work Item 19:

SCIF Bulkhead, Modify

*NOTE: The CIRs will coincide with the criticial Milestones outlined in General Requirements paragraph 3.7 Work Planning

Principal Characteristics

PC_418_WMSL_0909

418' WMSL (HULL #750 & 751)

Physical Characteristics

Hull Characteristics

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame Spacing

Machinery Characteristics

Electrical Characteristics

TANK CAPACITIES

This page was left blank intentionally. Do not delete.

00000_PWB_1111_FLT

REC_0000_FLT_ Commercial Project @ CG Facility (0211) General Requirements

1. SCOPE

1.1 Intent. This item describes the general requirements to be followed by the Contractor while conducting this availability.

2. REFERENCES

Coast Guard Drawings None.

Coast Guard Publications Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Other References ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

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

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

3.3.1 HY-130 material substitution. The Contractor shall be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B-Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 shall be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY-130.

3.3.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive testing/inspection (NDT/NDI) in accordance with NAVSEA TP 1688. The Contractor shall be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.3.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B-Class” cutters, the Contractor shall provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s shall be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor shall ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 shall be considered the same as those for welding HY-130

3.4 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.4.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.4.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.4.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify the COTR in writing 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.4.4 The Contractor shall be aware of the following:

3.4.4.1 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 COTR or KO-approval.

3.4.4.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

3.4.4.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3.5 Pre-surface preparation test coupon. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item that is deemed a ”critical-coated’ surface:

3.5.1 Coupon material and test set-up particulars.

3.5.1.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Ensure the following:

· The coupon shall be a new metal plate, of the same metal type and material properties as the vessel area to be blasted - steel or aluminum plate, as applicable, and shall have no existing anchor profile - other than the surface irregularities from the manufacturing process.

· The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot.

· For steel substrates, the coupon shall have the mill scale intact, and be in a Rust Grade "A" condition, in accordance with SSPC-VIS 1.

· The test coupon shall be affixed so as to not permit excessive movement during the performance test, but shall not be affixed to the vessel.

3.5.1.2 Ensure that the abrasive-blasting operation for the test coupon is conducted with the identical setup and parameters that will be used blasting the designated vessel surfaces – including, but not limited to:

· The abrasive media type and media size selected to achieve the anchor profile range, as specified in the applicable work items.

· Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).

· Delivery rate and pressure settings.

3.5.1.3 Blast a one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the work item, and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, Method B or C. Notify the COTR in advance of the abrasive blasting operation test, to permit the witnessing of the test by the COTR. Submit a CFR documenting the results of the abrasive blasting operation test. The CFR shall include at a minimum, the following:

· Area of the vessel for which the verified setup will be used to abrasive blast.

· The selected abrasive media type and size.

· The nozzle size and type.

· The delivery rate and pressure.

· The test coupon starting properties (material type and surface conditions).

· The resultant anchor profile readings from the test (a minimum of 3 locations, separated by a minimum of 2 inches shall be recorded).

NOTES

1. A performance test of the abrasive blasting operations on a test coupon and measuring the resultant anchor profile prior to performing the abrasive blasting operation on the cutter is required. The test coupon will be used to evaluate the anchor profile produced by the equipment setup and selected abrasive media.

2. The reverse side of the test coupon may be used for the subsequent test, provided that the conditions in paragraph 3.5.1 (Coupon material and test set-up particulars) are met.

3. Ultra high pressure water jetting does not create an anchor profile and is exempt from the anchor profile test coupon check.

3.5.1.4 Repeat the abrasive blasting operation test in the following instances:

· The equipment setup, that was evaluated during the test coupon abrasive blasting performance test in paragraph 3.5.1 (Coupon material and test set-up particulars), has changed.

· The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.

· Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.

· The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.

· When Directed by the COTR.

CAUTION!

Ensure that blast media from the performance test does not strike the vessel during the test.

3.6 Interim changes to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes to the SFLC Std Spec 0000:

3.6.1 Contents of paragraph 3.3.2.1.1 (Water depth) have been revised to read as follows:

“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:

· Ordinary low water mark on non-tidal rivers.

· At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”

3.6.2 Paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel – due to disruption of grey water system) has been revised as follows:

“3.2.11.1 Sanitary facilities for vessel-personnel – due to disruption of grey water and sewage systems. When the shipboard grey water and sewage systems are disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:

· Shower stalls are equipped with privacy screens.

· Sinks are provided with fresh hot and cold water.

· Electrical convenience GFI receptacles, in accordance with NFPA 70, National Electric Code (NEC), are located in vicinity of sinks.

· Toilets have doors or privacy dividers.

· Lockers are capable of being locked.”

3.7 Work Planning. The Contractor shall develop a work plan to satisfy the following milestones and constraints. The Contractor shall prepare the Planning Documents required in accordance with paragraph 3.2.5 of SFLC Std Spec 0000 in such a manner that it is possible to verify that the Contractor’s work plan satisfies each milestone and constraint below. These milestones are critical in coordinating with the other work that will be ongoing during this dockside availability.

3.7.1 The Contractor shall complete specification WORK ITEM 1, 02 Level Deck Covering, Install, within the following constraints:

· This work item shall start no-earlier-than (NET) Monday, 7 January 2013 and shall finish no- later-than (NLT) Saturday, 19 January 2013.

3.7.2 The Contractor shall complete specification WORK ITEM 2, 02 Level Outfit, Modify, within the following constraints:

· Paragraph 3.8, to prepare and open bulkhead 40, shall be completed NLT Saturday, 29 September 2012.

· Paragraph 3.4.1, EDDU foundation removal, shall start NET the completion of EDDU cabinet removal in WORK ITEM 6 and shall be completed NLT Saturday, 20 October 2012.

· Paragraph 3.5.2, Cabinet 18 and HF Transceiver foundation removal, shall start NET Monday, 15 October 2012 and shall be completed NLT Saturday, 20 October 2012.

· Paragraphs 3.4.2 and 3.5.5, COMM/MEES and MPC natural exhaust duct removals, shall be completed NLT Saturday, 20 October 2012.

· Paragraph 3.5.1, MPC deck covering removal, shall be completed NLT Saturday, 20 October 2012.

· Paragraph 3.5.4, removal of unused cabinet foundations, shall be completed NLT Saturday, 29 September 2012.

· Paragraph 3.6, removal of bulkhead 40 insulation, shall be completed NLT Saturday, 20 October 2012.

· Paragraph 3.7, removal of MPC joiner and watertight doors, shall be completed NLT Saturday, 13 October 2012.

· Paragraph 3.9, counter measure wash down modifications in MPC, shall be completed NLT Saturday, 13 October 2012.

· Paragraph 3.13, SCIF outfit removal, shall be completed NLT Saturday, 22 September 2012.

3.7.3 The Contractor shall complete specification WORK ITEM 3, BERP, Open, within the following constraints:

· Paragraphs 3.2.1 and 3.2.2, BERP opening, shall be completed NLT Tuesday, 18 September 2012.

· Paragraph 3.3.2, BERP Accommodations, shall start NLT 18 September 2012 and continue Monday through Saturday until Friday, 14 December 2012.

· Paragraphs 3.2.3, 3.4 and 3.5, BERP closing and test, shall be accomplished on Saturday, 15 December 2012.

3.7.4 The Contractor shall complete specification WORK ITEM 5, EDDU and Cabinet 18, Removal, within the following constraints:

· Paragraphs 3.3, 3.3.1 and 3.3.2, EDDU Cabinet removal shall be completed NLT Saturday, 13 October 2012.

· Paragraph 3.4 with the exception of 3.4.3, Cabinet 18 removal, shall be completed NLT Saturday, 13 October 2012.

· Paragraph 3.4.3, Cabinet 18 cable removals, shall be completed NLT Saturday, 20 October 2012.

· Paragraph 3.3.3, EDDU cable removals, shall start NET Monday, 22 October 2012 and shall be completed NLT Saturday, 27 October 2012.

3.7.5 The Contractor shall complete specification WORK ITEM 10, HF Antenna, Relocate, within the following constraints:

· Paragraphs 3.3.1 through 3.3.6, to relocate the port HF whip antenna, shall be completed NLT Saturday, 6 October 2012.

3.7.6 The Contractor shall complete specification WORK ITEM 11, HF Transmitter Room Hull Outfit, Install, within the following constraints:

· Paragraph 3.2, to remove the transmitter room joiner door, shall be completed NTL Saturday, 22 September 2012

· Paragraphs 3.3 and 3.4, to install the transmitter room watertight door and deck covering, shall start NET Monday, 7 January 2013 and be completed NLT Saturday, 19 January 2013.

3.7.7 The Contractor shall complete specification WORK ITEM 13, MPC and MPC Annex Outfit, Install, within the following constraints:

· Paragraphs 3.5, 3.6, 3.9, MPC Annex outfit shall be completed NLT Saturday, 20 October 2012.

· Paragraph 3.3, MPC Annex joiner door installation, shall start NET Monday, 10 December 2012 and shall be completed NLT Saturday, 22 December 2012.

3.7.8 The Contractor shall complete specification item WORK ITEM 14, MPC Annex Bulkhead Insulation, Install, within the following constraints:

· This work item shall start NET Monday, 10 December 2012 and shall be completed NLT Saturday, 22 December 2012.

3.7.9 The Contractor shall complete specification WORK ITEM 15, Multi-Cable Transits, Modify, within the following constraints:

· Replacement of MCT E4210-005 in paragraph 3.3 shall be completed NLT 13 October 2012.

· Replacement of MCT E4210-004 in paragraph 3.3 and installation of new MCT and cableway in paragraph 3.4 shall be completed NLT Saturday, 27 October 2012.

3.7.10 The Contractor shall complete specification WORK ITEM 18, Rigging, Lifting and Material Handling, Support, within the following constraints:

· The Contractor shall complete paragraph 3.2.1, NAVSSI consolidated lifts, NET Monday, 5 November 2012 and shall be completed NLT Saturday, 10 November 2012.

· The Contractor shall complete paragraph 3.2.2, EHF consolidated lifts, NET Monday, 19 November 2012 and shall be completed NLT Tuesday, 20 November 2012.

3.7.11 The Contractor shall complete specification WORK ITEM 19, SCIF Bulkhead, Modify, within the following constraints:

· This work item shall start NET Monday, 22 October 2012 and shall be completed NLT Saturday, 27 October 2012.

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/directives/cim.asp

4.2 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with COMDTINST M10360.3, 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-based 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-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. 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.

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.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

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: ______________

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

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.

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

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15

(microsiemens/cm)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2

*BASE METAL READING (BMR)

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

Location (Frame Reference): ___________________

Avg.

Avg.

Avg.

TCTO_EC0131_63400_JNF_0112_418

WORK ITEM 1: 02 Level Deck Covering, Install

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to install new deck coverings in the Message Processing Center (MPC), MPC Annex, and Communications Center/Mission Essential Equipment Space (COMM/MEES).

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 750 WMSL 634-502, Rev D, SCIF Shipalt (SSEE Inc E) WMSL 750 Deck Covering Mods 02 Level Coast Guard Publications Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), Jan 2009, Install Interior Deck Covering Systems Other References MIL-PRF-3135H, Deck Covering Underlay Materials

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Technical Representative.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.4 Interferences.

As required.

3.2 Deck Covering Installation.

3.2.1 The Contractor shall install an electric grade (dielectric) sheet deck covering system in the MPC and MPC Annex in accordance with Coast Guard Drawing 750 WMSL 634-502. The sheet shall be a marbleized pattern with a blue background and IAW 634.3.8.

3.2.2 The Contractor shall level the deck with a MIL-PRF-3135H, type II, class 2 underlayment.

3.2.3 The Contractor shall replace a section of the deck covering in COMM/MEES indicated by the hatched area in figure 1 using the same requirements in the general notes of Coast Guard Drawing 750 WMSL 634-502. The area indicated is approx 50 square feet. The deck covering shall be continuous through the new archway installed between the MPC and COMM/MEES.

3.2.4 All seams in the electric sheet shall be fused by heat welding. The Contractor shall not locate seams in the electric sheet within 3 ft. of electronic equipment. If it isn’t possible to avoid seams in the electric sheet within 3 ft, the Contractor shall submit a CFR identifying the seam layout and highlighting those seams within 3 ft. of electrical equipment.

FIGURE 1 - Plan View of COMM/MEES

4. NOTES

This section is not applicable to this work item.

TCTO_EC0131_60000_JNF_0112_418

WORK ITEM 2: 02 Level Outfit, Modify

1.1 Intent. This work item describes the requirements for the Contractor to remove some existing outfit from 02 level spaces to include but not limited to: Message Processing Center (MPC) 02-40-1-C, Special Compartmented Information Facility (SCIF), 02-32-1-C, and Communications Center/Mission Essential Equipment Space (COMM/MEES). This outfit includes but is not limited to bulkhead insulation, deck covering, furniture, miscellaneous bulkhead mounted electrical equipment, and foundations for electronics cabinets. Another Contractor will need to complete the removal of HF#1 and HF#2 cabinets before this work item can be completed.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 750 WMSL 120-500, Rev E, SCIF Shipalt Structural Modifications Upgrades to Ship’s Structure Coast Guard Drawing 750 WMSL 184-502, Rev B, SCIF Shipalt Ripouts SCIF Electronic Space Coast Guard Drawing 750 WMSL 432-011, Rev -, Integrated Voice Communications System Deck Plan Coast Guard Drawing 750 WMSL 512-516, Rev F, SCIF Shipalt (SEEE Inc E) WMSL 750 HVAC Modifications Coast Guard Drawing 750 WMSL 523-500, Rev C, SCIF Shipalt WMSL 750 Mods to WDCM System on House & Pilot House Top Coast Guard Drawing 750 WMSL 635-002, Rev E, Insulation Arr & Details Thermal, Acoustic, & Fire Coast Guard Drawing 750 WMSL 184-530, Rev C, SCIF Shipalt (EDDU & SSC) WMSL 750 EDDU Ripout & SSC Foundations 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), Jan 2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan 2009, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), Jan 2009, Shipboard Electric Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), Jan 2009, Shipboard Electrical Cable Removal, Relocation, Splice, Repair and Installation Other References None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR upon completion of each critical Milestone outlined within General Requirements, paragraph 3.7 Work Planning.

3.1.2 Technical Representative.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall be aware that interferences in way of work include, but are not limited to the below-listed. Handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences):

· Suspended ceilings.

· Bulkhead insulation.

· Ventilation ducting.

3.2 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

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

3.4 COMM/MEES Modifications.

3.4.1 The Contractor shall remove the Enhanced Digital Display Unit (EDDU) cabinet foundation from the deck and remove the cabinet sway braces from the bulkhead as shown on Coast Guard Drawing 750 WMSL 184-530. The Contractor shall remove the deck mounted CO2 extinguisher bracket located adjacent to the EDDU foundation; retain the CO2 bracket for reinstallation after other Contractors installs the Syncro-Switching Cabinet (SSC). Areas where foundations, braces and brackets were removed shall be made smooth and flush and coated in accordance with SFLC Std Spec 0000, General Requirements.

3.4.2 The Contractor shall remove the natural exhaust ducts in the COMM/MEES coming from the MPC as per Coast Guard Drawing 750 WMSL 512-516. The bulkhead spool piece shall be left in place.

3.5 Message Processing Center , 02-40-1-C Modifications.

3.5.1 The Contractor shall remove dielectric sheet deck covering from the MPC.

3.5.2 The Contractor shall remove the foundations and sway braces for the OTCIXS, HF#1, and HF#2 cabinets as referenced in Coast Guard Drawing 750 WMSL 184-502. The BBS Red Video cabinet foundation shares a tee bar with the HF cabinet foundation and shall be left in place with the cabinet installed. The inboard web of the tee shall be cut off and the edge ground smooth with no sharp edges as shown in figure 1. Another Government Contractor shall be responsible for removing HF#1 and HF#2 cabinets.

Figure 1 – hf cabinet foundation looking forward

3.5.3 The Contractor shall repair insulation on bulkhead where sway brace was removed in accordance with Coast Guard Drawing 750 WMSL 635-002.

3.5.4 The Contractor shall cut off and remove an unused deck-mounted cabinet foundation and the corresponding bulkhead mounted sway braces in the MPC space along bulkhead 40 as identified on Coast Guard Drawing 750 WMSL 184-502 as for SSR-1 cabinet and NAVMAC cabinet.

3.5.5 The Contractor shall remove the natural exhaust ducts in the MPC as per Coast Guard Drawing 750 WMSL 512-516. The bulkhead spool piece shall be left in place.

3.5.6 The Contractor shall remove the desk, safe and deck mounted folding D-rings from the MPC as pictured…