HATCHET_SPECS.pdf

USCGC HATCHET (WLIC 75309)

USCG 68B BARGE (68019)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2016

Developed By: LCDR Amy Lockwood with Noel J. Pamatian

(Rev-0, 14 September 2015)

USCGC HATCHET (WLIC-75D) DOCKSIDE AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items ............................................................................................. ix Principal Characteristics - Tender ................................................................................................................. x Principal Characteristics - Barge .................................................................................................................. xi General Requirements WORK ITEM 1: Spuds, Overhaul - Barge WORK ITEM 2: Spud Wells, Inspect - Barge WORK ITEM 3: Tanks (Potable Water), Preserve “100%” - Barge WORK ITEM 4: Temporary Services, Provide - Tender WORK ITEM 5: Spud Winches, Inspect & Service - Barge WORK ITEM 6: Rails, Renew WORK ITEM 7: Manhole Repair, Barge WORK ITEM 8: Hatch and Scuttle Repair, Barge WORK ITEM 9: Gussets, Renew WORK ITEM 10: Wheel House Top Deck Drains and Associated piping, Renew WORK ITEM 11: Barge Stuffing Tube, Renew WORK ITEM 12: Lead-Based Paint, Perform Partial Abatement WORK ITEM 13: Barge Sounding Tube, Renew WORK ITEM 14: Barge Bilge Suction Valves, Replace WORK ITEM 15: Drop Window Inspection and Repair WORK ITEM 16: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 17: Crews Shower, Renew WORK ITEM 18: Rake Structural Repair, Barge WORK ITEM 19: Bridge Window Inspection and Repair WORK ITEM 20: Water Fog Nozzle, Relocation WORK ITEM 21: Ventilation Fan (Veneaxial), Overhaul WORK ITEM 22: Spud Wire Rope Fitting and Anchorage, Modify - Barge WORK ITEM 23: Umbilical Receptacles & Deck Penetrations, Barge, Replace WORK ITEM 24: Umbilical Receptacles & Deck Penetrations, Tender, Replace iii (Rev-0)

REVISIONS RECORD

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

DATE REV# WORK

ITEM#

CHANGES MADE

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

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

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

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

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

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

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

www.gpoaccess.gov

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

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

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

• NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Bureau of Ships (BUSHIPS) Drawing 803-1623056, Rev H, Scuttle, WT, Flush QA 21 Dia Coast Guard Drawing 68 CGB-1101-1, Sheet 1, Rev - , Structural Sections and Details Coast Guard Drawing 68B CGB 2602-001, Rev -, Spud Well & Stern Log Coast Guard Drawing 68B-CGB 103-4, Rev -, Booklet of General Plans Coast Guard Drawing 68B-CGB 4801-1, Rev -, Jetting Water, Bilge & Cooling Water - Flow Diagram Coast Guard Drawing 68B-CGB 4801-3, Rev B, Jetting Water, Bilge & Cooling Water Piping - Sections Coast Guard Drawing 68B-CGB 4809-2, Rev -, Vents, Fills, & Sounds Coast Guard Drawing 68B-CGB 6401-1, Rev -, Electrical System Coast Guard Drawing 68B-CGB 6401-2, Rev -, Electrical System Coast Guard Drawing 68B-CGB 103-004, Rev -, Booklet of General Plans Coast Guard Drawing 68B-CGB 1103-01, Rev C, Lines, Plating Deck & Bottom Framing Plans Coast Guard Drawing 68B-CGB 1105-01, Rev C, Bulkheads Coast Guard Drawing 68B-CGB 1111-01, Rev A, Profiles & Transverse Trusses Coast Guard Drawing 68B-CGB 1111-02, Rev -, Profiles & Transverse Trusses Coast Guard Drawing 68B-CGB 4801-2, Rev A, Jetting Water, Bilge & Cooling Water Piping - Plan Coast Guard Drawing 68B-CGB-0103-4 Rev ,Booklet of General Plans Coast Guard Drawing 68B-CGB-1201-002 Rev ,Deck Fitting Plan and Details , Coast Guard Drawing 68-CGB-1201-1, Rev A, Deck Fittings & Spud Coast Guard Drawing 68-CGB-2901-2, Sheet 2, Rev, Tank Capacity Tables http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-0)

Coast Guard Drawing 75D-WAGL 3801-3, Rev -, Vent Heating & A/C (75309-75310) Coast Guard Drawing 75D-WAGL 4803-7, Rev C, ENGINE ROOM WATER FOG TO SUIT

80MDDCD SSDG

Coast Guard Drawing 75D-WAGL 4808-2, Rev -, Scuppers & Drains (75309-75310) Coast Guard Drawing 75D-WAGL 103-019, Rev A, Booklet of General Plans (75309) Coast Guard Drawing 75D-WAGL 1203-02, Rev -, Window Schedule & Dets (75309-75310) Coast Guard Drawing 75D-WAGL 3601-05, Rev -, Crews Shower Dets (75309-75310) Coast Guard Drawing 75D-WAGL 3902-06, Rev -, Joiner Dets Wheelhouse (75309-75310) Coast Guard Drawing 75D-WAGL 6201-14, Rev F, Electrical Distribution One Line Diagram Coast Guard Drawing 75D-WAGL 6405-1, Rev C, Navigation Light Arrangement, Block & Elementary

Wiring Diagrams Coast Guard Drawing 75D-WAGL-0103-4, Rev D, General Arrangement – Main Deck & Hold Coast Guard Drawing 75D-WAGL-0103-5, Rev D, General Arrangement – Upper Deck & Wheel House

Deck Coast Guard Drawing 75D-WAGL-1604-10, Rev, Bulwark, Exterior Handrail and Grabrail Details Coast Guard Drawing 75D-WAGL-1604-8, Rev , Walkway in Trunk & Floor Plate Details Coast Guard Drawing 75D-WAGL-1604-9, Rev, Bulwark, Exterior Handrail and Grabrail Layout Coast Guard Drawing 75-WAGL 6504-3, Rev A, Fire & Flooding Alarm System Coast Guard Drawing 75-WAGL 6700-1, Rev R, Arrangement of Electronic Equipment and Block

Wiring Diagram Coast Guard Fleet Drawing FL 2602-10, Rev J, Spud Arrangements and Details Coast Guard Fleet Drawing FL-1112-18, Rev -, HU40 Series Spud Winch Foundation Guard Drawing 68B-CGB 1602-03, Rev -, Hatch (W.T.Q.A. Raised) Spring Balanced 30 X 36 Guard Drawing FL 1602 25-001, Rev A, Fleet Raised Watertight Hatches

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 4958, HU40 Utility Air Winch Coast Guard Technical Publication (TP) 4958, Section A, Amendment 1; Mar 2011, Utility Air Winch

Model HU-40 Series Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, 2014, General

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

Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3041, 2014, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC

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

Machine Systems vi (Rev-0)

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 National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects American Society of Mechanical Engineers (ASME) B16.25, 2007, Buttwelding Ends American Society of Mechanical Engineers (ASME) B16.9, 2007, Factory-Made Wrought Buttwelding

Fittings ASTM International (ASTM) A105, 2005, Standard Specification for Carbon Steel Forgings for Piping

Applications ASTM International (ASTM) A106, 2008, Standard Specification for Seamless Carbon Steel Pipe for

High-Temperature Service ASTM International (ASTM) A181, 2006, Standard Specification for Carbon Steel Forgings, For

General-Purpose Piping ASTM International (ASTM) A234M, 2011, Standard Specification for Piping Fittings of Wrought

Carbon Steel and Alloy Steel for Moderate and High Temperature Service ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An) Cornell-Carr Sliding Window CC-1038 International Standard Organization (ISO) 2953, 1999, Mechanical Vibration, Balancing Machines, Description and Evaluation MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-A-46106, Jun 1992, Adhesive-Sealants, Silicone, Rtv, One-Component MIL-I-3064, Mar 1991, Insulation, Electrical, Plastic-Sealer MIL-P-21035, Paint, High Zinc Dust Content, Galvanizing Repair MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-S-24235, Dec 1992, Stuffing Tubes, Metal, and Packing Assemblies for Electric Cables, Brass and

Steel, for Decks and Bulkheads with Pipe Protection MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant 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) vii (Rev-0)

MIL-STD-2003-5, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships & Submarines (Connectors)

NAVSEA Dwg 803-1385789, Fittings, Deck Drains The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning viii (Rev-0)

CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY

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

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

8 N Scuttle QAWT Flush

3-dog 21” Dia 2040-01-387-6383 1 ea. 3,000.00

*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 ix (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

22 Spud Wire Rope Fitting and Anchorage, Modify - Barge x (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75' WLIC (D-CLASS), TENDER

PHYSICAL

Length overall 75' 0" Depth 7' 7-3/4" Maximum beam 22' 0" Height of highest projection 32' 0" Full load draft 4' 4 11/16" LCF Draft Full load displacement 148.49 Long Tons Fresh Water Shore tie voltage requirements 440 VAC / 3 Phase Frame spacing 1' 6"

HULL

Hull material Steel

MACHINERY

Number of propellers 2 Number of blades 4 Diameter of propeller 48" Pitch 40" fixed

RPM 400

Shaft Diameter 4.5”

TANK CAPACITIES

Fuel tanks Fresh water tanks Lube oil xi (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

68' CGB (B-CLASS: 68016 -68020), BARGE

PHYSICAL

Length overall 68' 6-1/2" Depth 7' 0" Maximum beam 28' 0" Full load draft 3' 0" Full load displacement 117 Long Tons Shore tie voltage requirements 440 VAC / 3 Phase Frame spacing 1' 0"

1 (Rev-0)

00000_0315_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 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

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-0)

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 NDI in accordance with SFLC Std Spec 0740.

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

3.5.1 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 conditionally exempt small quantity generator.

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

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

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

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

• None.

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be

4 (Rev-0) completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE &

TIME

ACTIVITY

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

LOCATION

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

TEMPERATURE

% REL.

HUMID-

ITY DEW

PT. SURFACE AMBIENT

ΔT

| DP -

Surface |

7 (Rev-0)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

Abrasive Manufacturer and Sieve Size: _________________________________

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

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

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

8 (Rev-0)

9 (Rev-0)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

Abrasive Manufacturer and Sieve Size: _________________________________

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

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

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

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

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

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

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

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

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

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

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

_____ mils _____ mils _____ mils _____ mils _____ mils

10 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS CONDUCTIVITY

(microsiemens/cm)

11 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(USE ONE SHEET FOR EACH SEQUENCE)

Coating Mfg Product Name Batch # Induction Time

Coating System Sequence (Primer/Touchup/3rd Coat, etc.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL

READING (BMR)

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

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

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

12 (Rev-0)

58210_MWC_0115_IBCT

REC_58210_SpdSstms_IBCT_68' Barge ('B' Class: Hulls 68016 -68020) (0814)

WORK ITEM 1: Spuds, Overhaul - Barge

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to overhaul the barge spuds (Qty: 3).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Fleet Drawing FL 2602-10, Rev J, Spud Arrangements and Details

COAST GUARD PUBLICATIONS

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

ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-

Component Adhesives (An) MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-

Application MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1

(SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning

The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning

13 (Rev-0)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

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

3.1.5 Operational test - initial. Prior to commencement of work, the Contractor shall witness an operational pre-test (by Coast Guard personnel) of each spud system, to demonstrate existing operational condition. Submit a CFR.

3.2 Overhaul particulars. Using Coast Guard Fleet Drawing FL 2602-10 as guidance, the Contractor shall accomplish the following tasks for the barge spuds:

3.2.1 Removals. Remove and retain the existing barge spuds. Remove and retain the spud and derrick sheaves and associated sheave pins and bushings.

3.2.2 Surface preparation. Prepare spud surfaces by one or a combination of the following surface preparation methods:

TABLE 1 – SURFACE PREP METHODS

ABRASIVE BLASTING WATER-JETTING

Abrasive-blasting to SSPC-SP10/NACE No. 2, using grit conforming to MIL-A-22262 (1.5 to 2.5 mil anchor profile).

Waterjetting to a SSPC-SP WJ-

2(L)/NACE WJ-2(L)

3.2.3 Inspections. After completing surface preparation, accomplish the following inspections and submit a CFR:

3.2.3.1 Visual inspection. Perform a visual inspection of spud surfaces.

3.2.3.2 NDI. Perform NDI of the following components in accordance with SFLC Std Spec 0740, Appendix C:

• Spud lifting eye welds.

• Sheaves.

14 (Rev-0)

• Pins and Bushings.

3.2.3.3 Measurements. Record the following measurements.

• Sheave pin diameter.

• Sheave pin bore diameter.

3.2.3.4 Spud leak inspection. In the presence of the Coast Guard Inspector, remove the existing spud drain plug, and document if water or any other liquid is detected draining from the spud.

Dispose of the plug and any drained liquids, in accordance with Federal, state, and local regulations.

WARNING

Liquid that is drained may be hazardous materials.

3.2.3.5 Spud (internal) inspection. If a Change Request has been authorized and released, make an access cut to expose the interior of the spud. Remove all internal debris and rust through use of one of the surface preparation methods referenced in Table 1. Install a permanent closure plate upon completion of debris removal. Submit a CFR.

3.2.4 Void plug renewal. Install new stainless steel (Type 316) or Monel drain plug(s). Coat the new plug(s) prior to installation with a sealing and locking compound conforming to ASTM D5363-AN0123 or a flexible joint compound conforming to MIL-S-45180, Type II. Chase all plug insert threads.

3.2.5 Spud air test. If a Change Request has been authorized and released, apply a pressure test of 2 psig to the spud in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.2.6 Coating application.

3.2.6.1 Spud - exterior surfaces. Coat all exterior spud surfaces using the coating system specified for “Spuds” in SFLC Std Spec 6310, Appendix A (Cutters and Boats Exterior Painting Systems). Select flat black (37038) as the top/finish coat color.

3.2.6.2 Safety markings. Paint 6" wide red (11105) and yellow (13538) bands completely around the spud, using the same top coating as the spud finish/color coat, in locations specified on Coast Guard Drawing FL-2602-010, Detail 23-A, "Arrangement of Striping."

3.2.6.3 Spud - internal surfaces. Coat internal spud surfaces as follows:

• Fill all spud interior surfaces with a rust preventive compound conforming to MIL-

PRF-16173, Class II, Grade 3, to coat all surfaces.

• Drain, collect, and dispose of remaining compound in accordance with all applicable

Federal, state, and local regulations.

• Ensure that the coated surfaces are left exposed to the atmosphere for 24 hours to allow for adequate drying.

3.2.7 Reinstallation. Reassemble and reinstall the spud system, using the existing sheave and pin assemblies and new sheave bushings. Furnish and install stainless steel grease zerc fittings in the sheave pins. Lubricate pins and bushings before installation.

15 (Rev-0)

3.3 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test and demonstrate, in the presence of the Coast Guard Inspector, the spud handling system to be in satisfactory operating condition. Submit a CFR.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

This section is not applicable to this work item.

16 (Rev-0)

58210_ MWC_0314_IBCT

WORK ITEM 2: Spud Wells, Inspect - Barge

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect the barge spud wells (Qty: 3).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 68B CGB 2602-001, Rev -, Spud Well & Stern Log

COAST GUARD PUBLICATIONS

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.

None.

3.1.2 Tech Rep.

Not applicable.

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

17 (Rev-0)

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

• Spud(s).

• Spud well liners.

• Spud well liner retainer brackets.

3.2 Inspection particulars. The Contractor shall perform a visual inspection of the all exposed spud well surfaces, including in-place inspection of the liners and associated hardware, using Coast Guard Drawing 68B CGB 2602-001 as guidance. Submit a CFR.

3.3 Spud well liner renewal. If a Change Request has been authorized and released, the Contractor shall furnish, fit, and install new ultra high molecular weight polyethylene liners in place of the removed liners, using Coast Guard Drawing 68B CGB 2602-001 as guidance.

Secure with the new liners with new 316 stainless steel type fasteners. Dispose of old liners.

18 (Rev-0)

63110_0814_FLT

REC_12314_FLT_68’ Barge (ALL) (0812)

WORK ITEM 3: Tanks (Potable Water), Preserve “100%” - Barge

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to prepare and coat 100% of the surfaces of the following tank(s):

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION

(GALLONS)

Potable Water 2-50-0-W, Barge 3,000 200

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 68-CGB-2901-2, Sheet 2, Rev, Tank Capacity Tables Coast Guard Drawing 68 CGB-1101-1, Sheet 1, Rev - , Structural Sections and Details

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System Components - Health Effects American National Standards Institute/American Water Works Association

(ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities

19 (Rev-0)

3.1 General. The Contractor shall refer to Coast Guard Drawings 68 CGB-2901-2, Sheet 2 and 68 CGB-1101-1 for guidance.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

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

3.1.5 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph

3.2.4.2 (In-process QC measures for “critical-coated” surfaces). Surfaces being preserved are considered “critical-coated surfaces”.

3.1.6 Temporary access openings. Due to limited access to work areas, the Contractor may, with express permission of the KO (via submission of a CFR), cut access holes to facilitate accomplishment of the work specified herein. Perform all work required to open and close the access openings in accordance with SFLC Std Spec 8636.

3.2 Tank content removal. The Contractor shall remove and dispose of all tank contents in accordance with all applicable Federal, State, and local regulations. The Contractor shall notify the Dockmaster prior to filling or draining the potable water tank(s).

3.3 Surface preservation. The Contractor shall accomplish the following tasks for the tanks listed in paragraph 1.1 (Intent):

3.3.1 Remove and retain the tank manhole cover(s).

3.3.2 Prepare and coat all tank interior surfaces (including internal surfaces of manhole cover(s), manhole cover hull ring(s) extending outward to the weld line that ties the hull ring into the tank plating on the tank exterior), using the system specified for "Tanks and Voids (Potable Water Tanks)" in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems). Select finish/top coat color to match existing.

3.3.3 Prepare and coat all manhole cover external surfaces to match existing adjacent surfaces, using the system specified for “Decks, Metal Interior and Non-Skid Areas (Steel and Aluminum

20 (Rev-0)

Decks - Wet Areas, Food Preparation Areas, Exit Areas, and Areas Subject To Condensation)”, in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems). Select finish/top coat color to match existing adjacent surfaces.

3.3.4 Heated air shall be used if necessary to maintain the proper temperature during cure.

Ventilation shall be a continuous airflow with a minimum of one complete air change every four

(4) hours.

3.3.5 Fully coated tanks shall be cured in accordance with the manufacturer’s instructions for NSF/NEHC certification under the same conditions before being filled.

NOTE

Typical curing times are at least 7 days, and range up to 14 days (or longer), depending on the paint selected and environmental conditions. Curing time shall be based on paint manufacturer’s recommendations for the specific application.

CAUTION

Verify application and cure requirements with paint manufacturer prior to paint purchase and application. Lack of attention to environmental conditions can adversely impact paint system cure, cause unnecessary contract time delays, and negatively impact crew health and vessel habitability when tanks are put back into service.

DO NOT assume paint Product Data Sheet to be accurate. Contact paint manufacturer directly to verify, as formulations change and new application information may be available.

3.3.6 Freshly painted potable water tanks shall be rinsed at least twice with freshwater before being disinfected and put into service.

3.4 Inspection. After surface preparation and before coating application, the Contractor shall visually inspect all interior surfaces; including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces.

Submit a CFR including the following, as applicable:

• Structural condition

• Inaccessible areas

• Tank level indicator (TLI) and/or float switch condition

• Sounding tube and striker plate condition

• Suction and discharge piping.

3.5 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of the tasks specified above. Notify the COR at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and after all authorized repairs, accomplish the following:

• Reinspect all TLIs, as applicable, to verify proper operation. Submit a CFR.

21 (Rev-0)

• Close tank manhole cover(s) with new gasket material conforming to ANSI/NSF 61 and new stud cotton grommets (where applicable).

3.6 Tank disinfecting. After all other work involving the potable water system and tank closing have been completed, the Contractor shall disinfect and treat the affected potable water tank(s) and associated disturbed piping and components, as necessary, to meet or exceed the requirements of AWWA C652. After tank disinfecting, remove and dispose of all treated water in accordance with all Federal, state and local regulations. Ensure that no one enters the tanks once disinfection is completed.

22 (Rev-0)

86350_1114_FLT

REC_86350_FLT_75 WLIC (‘D’ Class: Hulls 75306, 75309, 75310) (0813)

WORK ITEM 4: Temporary Services, Provide - Tender

1. SCOPE

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

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

23 (Rev-0)

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

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

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

TABLE 1 - SERVICE SELECTION

*SUB-

PARAGRAPH TITLE Y/N

3.3.1 Office space N

3.3.2 Telephone N

3.3.3 Parking N

3.3.4 Duty section berthing: 1 male, _0_ female. Duty section berthing shall be provided for during disruption of berthing areas and crews head

Y

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

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

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

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

3.3.9 Heavy lift equipment: {__day(s)/or __ hour(s)} N

3.3.10 Water supply N

3.3.10.1 Potable water: {___ gallons per day, at __ psig.}{ or _____ gallons, bulk} N

3.3.10.2 Hot-circulating water N

3.3.10.3 Cooling water N

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

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

3.3.12 Refuse disposal N

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

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

3.3.14 Dry stores. N

3.3.14 Paint and flammable stores. N

3.3.14 Refrigerated stores. N

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