STURGEON_BAY_(WTGB_140)_DS_FQ4_SCP_18R0.pdf

USCGC STURGEON BAY (WTGB 109)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2018

Developed By: Stephen C Pitre2

(Rev-0, 02 February 2018)

USCGC STURGEON BAY (WTGB-140) DOCKSIDE AVAILABILITY FY2018

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics - Tug, IceBreaking ............................................................................................. viii General Requirements WORK ITEM 1: Anchor Windlass, Inspect and Service WORK ITEM 2: Vertical Capstan, Inspect and Service WORK ITEM 3: Flex Hose Assemblies, Renew WORK ITEM 4: Firemain Valves, Overhaul or Renew WORK ITEM 5: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 6: AFFF System Check Valves, Install WORK ITEM 7: Galley Grease Trap, Renew WORK ITEM 8: Ship Service Diesel Generator, Overhaul WORK ITEM 9: Water Tight Hatches (Internal DC Deck and Below), Renew 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 the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 140 WTGB 655-1, Rev -, Laundry &General Stores Arrangement and Details

Coast Guard Drawing 140-WTGB 521-3, Rev A, Firemain System Details

Coast Guard Drawing 140-WTGB 528-002, Rev -, Sanitary and Deck Drains Diagram

Coast Guard Drawing 140-WTGB 528-003, Rev -, Sanitary and Deck Drains A&D

Coast Guard Drawing 140-WTGB 555-3, Rev - , AFFF System Diagram

Coast Guard Drawing 140-WTGB 581-1, Rev - ,Anchor Handling Arrangement and Details

Coast Guard Drawing 140-WTGB 581-2, Rev -, Anchor Handling Arrangement and Details (MODS TO

ELIMINATE DAVIT)

Coast Guard Drawing 140-WTGB 581-4, Rev -,Anchor Windlass Machinery Assembly

Coast Guard Drawing 140-WTGB 582-2, Rev -, Vertical Capstan Model 3393 EVC Outline Installation Data

Coast Guard Drawing 140-WTGB 582-3, Rev -, -, Vertical Capstan Model 3393 EVC Machinery Assembly

Coast Guard Drawing 140-WTGB_521-2, Rev -, Firemain System Arrangement Detail A&D

COAST GUARD PUBLICATIONS

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

Coast Guard Technical Publication (TP) 3367, Diesel Generator Set – Model 3306

Coast Guard Technical Publication (TP) 3483, Feb 2012, SWBS Groups 580-583, Anchor Windlass

Coast Guard Technical Publication (TP) 3483, SWBS Groups 580-583, Feb 2012, Vertical Capstan

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 3020 (SFLC Std Spec 3020), 2014, Overhaul AC Electrical Motors

Surface Forces Logistics Center Standard Specification 3101 (SFLC Std Spec 3101), 2014, Overhaul AC Synchronous Machines

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems v (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

OTHER REFERENCES

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

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

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC)/NACE International (NACE) 2006, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning vi (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)

9 N JE200-19208

30"X30" WTID

HATCH, FLUSH, 15

PSI, 21" QAWT

SCUTTLE, STEEL,

FORMULA

150FINISH JE6873-

HFS

P/N: JE200-19208 1 ea. $8,960.00

*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 vii (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

1 Anchor Windlass, Inspect and Service

2 Vertical Capstan, Inspect and Service

5 Deck Covering (Interior Wet/Dry), Renew viii (Rev-0)

PRINCIPAL CHARACTERISTICS - TUG, ICEBREAKING

140’ WTGB (TUG, ICEBREAKING)

PHYSICAL

Length overall 140' 0" Length between perpendiculars 130' 0" Breadth, extreme 37' 7-1/4" Depth, molded 18' 2-3/8" Frame spacing 1' 6" Full load (Winter) draft (at ) 12' 1-1/2" Full load (winter) displacement 687 Long tons (LT) Full load (winter) center of gravity Above base (kg) 13' 1" Full load trimming moment (forward) 75.6 Ft-LT Min. operating condition draft (at ) 11' 6-3/8" Min. operating condition displacement 640 Long tons Min. operating condition center of gravity

Above base (kg) 13' 4-1/4" Min. operating condition trimming moment

Forward 76.8 Ft-LT Height of vessel above DWL Approx. 62' 0"

MACHINERY

Main Propulsion Engine Type Diesel-electric Number of units: 2 Total shaft horsepower: 2500 Propeller Number of propellers 1 Number of blades 4 Diameter of propeller 8' 6" Pitch Fixed

NOTE

Stability values above are for representative tug. Draft and longitudinal lever values provided above are for tugs in fresh water. Longitudinal lever values are provided to adjust tug's design drag of 1.0 feet by the stern.

1 (Rev-0)

00000_0917_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 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

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 Small Quantity Except.

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 (Rev-0)

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

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

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

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

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

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

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

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

3.6 Local Policy. None.

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

4 (Rev-0)

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED- STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.1.5 SFLC Std Spec 6310, page Appendix C-8, Under "Epoxy/Primer/Mid-Coat", add line Column 2:

International Intergard 264. Column 3: Various. Under "Polysiloxane", add line Column 2: International Interfine

979. Column 3: Various.

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

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

3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

4. NOTES

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

5 (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)

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

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

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

COATING MFG PRODUCT NAME

BATCH

INDUCTION

TIME

COATING SYSTEM SEQUENCE

(PRIMER/TOUCHUP/3RD COAT, ETC.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

58100_AnchrWndlssInspctSrvc_ANK_1014_140

WORK ITEM 1: Anchor Windlass, Inspect and Service

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and service the anchor windlass.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 140-WTGB 581-1, Rev - ,ANCHOR HANDLING ARRANGEMENT AND

DETAILS

Coast Guard Drawing 140-WTGB 581-2, Rev -, ANCHOR HNDLG A&D (MODS TO ELIMINATE

DAVIT)

Coast Guard Drawing 140-WTGB 581-4, Rev -,ANCHOR WINDLASS MACHINERY ASSEMBLY

COAST GUARD PUBLICATIONS

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

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

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

Coast Guard Technical Publication (TP) 3483, Feb 2012, SWBS Groups 580-583, Anchor Windlass

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

12 (Rev-0)

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following Table I tasks:

Task #1,3,5,6,7,9,10.

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). Known interferences include, but are not limited to the below-listed:

Anchor chain.

3.1.6 Set screws. All disturbed or renewed set screws shall be coated with a commercially available locking compound (LocTite or equivalent) at reinstallation.

3.2 Inspection and repair particulars.

ADDITION REQUIREMENTS

# TASK TYPE QTY COMPONENT

OR ASSEMBLY

APPENDIX AND

PARA. FROM

SFLC STD SPEC

OTHER

1 Operate and Inspect 1 Anchor Windlass Assembly

3.2.1 (Operate and inspect

Submit a CIR.

2 Service and Inspect 1 Wildcat shaft assembly

3.2.2 (Service and inspect

Submit CFR.

3 Disassemble, Inspect, and

Preserve

1 Main Reduction Gear assembly

3.2.3 (Disassemble and inspect) D2.4 (Open gearing and gear reducers)

3.2.4 (Preservation)

Submit a CIR.

4 Service and Inspect 1 Main Shaft Coupling Assembly

3.2.2 (Service and inspect

Submit CFR.

5 Disassemble and Inspect

1 Band Brake Assembly

3.2.3 (Disassemble and inspect)

D2.3(Brakes and clutches

Submit a CIR.

6 Disassemble and Inspect

1 Band Brake Hand Wheel and Linkage

Assembly

3.2.3 (Disassemble and inspect)

D2.3(Brakes and clutches

Submit a CIR.

13 (Rev-0)

ADDITION REQUIREMENTS

# TASK TYPE QTY COMPONENT

OR ASSEMBLY

APPENDIX AND

PARA. FROM

SFLC STD SPEC

OTHER

7 Disassemble and Inspect

1 Electric Brake Assembly

3.2.3 (Disassemble and inspect)

D2.3(Brakes and clutches

Submit a CIR.

8 Overhaul and Preserve

1 Electric Motor 3.2.4 (Preservation) Perform requirements in paragraphs 3.1 thru 3.4.3 of SFLC Std Spec 3020.

Submit a CFR, for all inspections required in SFLC Std Spec 3020.

9 Disassemble and Inspect

1 Clutch Mechanism 3.2.3 (Disassemble and inspect)

D2.3(Brakes and clutches

Submit a CIR.

10 Disassemble, Inspect, and

Preserve

1 Control Stand 3.2.3 (Disassemble and inspect)

3.2.4 (Preservation)

Submit a CIR.

11 NDE 1 Anchor windlass assembly foundation

3.2.5 (NDE) Weld joints to NDE: All joints attaching capstan foundations to deck.

12 Preserve 1 Anchor windlass assembly foundation

3.2.4 (Preservation) Preservation to include: windlass assembly housing and foundation and the motor casing, and gear reducer, and all other previously painted associated components surfaces.

Select the following top coat colors:

+ Spar (10371) for equipment surfaces.

+ Black (17038) for foundation surfaces.

13 Groom and Lubricate

1 Anchor Windlass Assembly

3.2.6 (Groom and lubrication)

14 Op Test 1 Anchor Windlass Assembly

B2.5 (Windlass) Submit CFR.

3.2.1 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

4. NOTES

4.1. Pier restrictions may require the contractor to provide a barge crane for this workitem

14 (Rev-0)

58122_VrtclCpstnInspctSrvc_PWB_1014_140

WORK ITEM 2: Vertical Capstan, Inspect and Service

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and service the Vertical Capstan.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 140-WTGB 582-2, Rev -, VERTICAL CAPSTAN MODEL 3393 EVC

OUTLINE INSTALLATION DATA

Coast Guard Drawing 140-WTGB 582-3, Rev -, VERTICAL CAPSTAN MODEL 3393 EVC

MACHINERY ASSEMBLY

Coast Guard Technical Publication (TP) 3483, SWBS Groups 580-583, Feb 2012, Vertical Capstan

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

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

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following Table I tasks:

15 (Rev-0)

Task #1.

Task #3.

Task #5.

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).

3.2 Inspection and repair particulars. The Contractor shall perform the work described herein in accordance with SFLC Std Spec 5000 and TP-3483, SWBS 580-583.

ADDITION REQUIREMENTS

# TASK TYPE QTY COMPONENT OR

ASSEMBLY

APPENDIX AND

PARA. FROM SFLC

STD SPEC 5000

OTHER

1 Operate and Inspect

1 Capstan Assembly 3.2.1 (Operate and inspect

Submit a CIR

2 Service and Inspect

1 Capstan Head Shaft Assembly

3.2.2 (Service and inspect)

Remove capstan head and clean, inspect: shaft, bearing, coupling. Inspect keys and keyways for damage, cracks, and excessive wear.

Renew seals and gaskets.

Submit a CFR.

3 Disassemble and

Inspect 1 Electric brake D2.3(Brakes and clutches) Submit a CIR.

4 Overhaul and Preserve

1 Electric Motor 3.2.4 (Preservation) Perform requirements in paragraphs 3.1 thru 3.4.3 of SFLC Std Spec 3020.

Submit a CFR, for all inspections required in SFLC Std Spec 3020.

5 Disassemble and Inspect

1 Gear Reducer D2.4 (Open gearing and gear reducers)

Check runout of shaft (0.002” TIR max allowable).

Inspect keys and keyways for damage, cracks, excessive wear.

Inspect thrust and tapered

16 (Rev-0)

ADDITION REQUIREMENTS

# TASK TYPE QTY COMPONENT OR

ASSEMBLY

APPENDIX AND

PARA. FROM SFLC

STD SPEC 5000

OTHER

roller bearings for excessive wear, deterioration.

Inspect gear teeth for damage, cracks, excessive wear.

Renew seals and gaskets.

Submit a CIR..

6 NDE 1 Capstan Assembly

And Foundation

3.235 (NDE) Weld joints to NDE: All joints attaching capstan foundations to deck. Submit a CFR 7 Preserve 1 Capstan Assembly

And Foundation

3.2.4 (Preservation) Preservation to include:

windlass assembly housing and foundation and the motor casing, and gear reducer, and all other previously painted associated components surfaces.

Select the following top coat colors:

+ Spar (10371) for equipment surfaces.

+ Black (17038) for foundation surfaces.

8 Groom and lubricate

1 Capstan Assembly 3.2.6 (Groom and lubrication)

9 Operational Test 1 Capstan Assembly B2.6 (Capstans) Submit a CFR.

3.3 Special requirements for various components. If a Change Request has been authorized for additional work on any of the components listed in Table I below, the Contractor shall refer to the corresponding Appendix or paragraph of SFLC Std Spec 5000, as applicable.

TABLE 1 – SPECIAL REQUIREMENTS

COMPONENT

APPENDIX &

PARAGRAPH IN SFLC

STD SPEC 5000

Fluids C2.1 Hose assemblies C2.2 Piping and tubing C2.3 Valves and manifolds C2.4 Gages C2.5 Gas charged accumulators C2.6 Heat exchangers and fluid coolers C2.7 Systems C2.8

17 (Rev-0)

Fastener assemblies D2.1 Wire rope assemblies D2.2 Brakes and clutches D2.3 Open gearing and gear reducers D2.4

4.1. Pier restrictions may require the contractor to provide a barge crane for this workitem.

18 (Rev-0)

S_50500_ESD_0515_SWIT

S17_000_SCP_0118_109

WORK ITEM 3: Flex Hose Assemblies, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew hose assemblies identified in Table 1.

TABLE 1 – HOSE PARTICULARS

Component Discription Location Length Size/ Design PSI

SHIP

SERVICE AIR

DISCHARGE

HOSE FROM

COMPRESSOR

MOTOR

ROOM

50IN 2807-12 165

LUBE OIL

PURIFIER

SUCTION

FROM #1 MDE

ENGINEROOM 34IN 2580-32 50

LUBE OIL

PURIFIER

SUCTION

FROM #2 MDE

ENGINEROOM 34IN 2580-32 50

MAIN

ENGINE #1

#1 MDE F/O

HEADER

RETURN

ENGINEROOM 19IN 2580-24 50

MAIN

ENGINE #1

#1 MDE F/O

FROM FILTER

ENGINEROOM 19IN 2580-24 50

MAIN

ENGINE #1

#1 MDE F/O

SUPPLY FROM

TANK TO

STRAINER

ENGINEROOM 28IN 2580-24 50

MAIN

ENGINE #1

#1 MDE F/O

TOFILTERS

FROM

STRAINERS

ENGINEROOM 19IN 2580-24 50

MAIN

ENGINE #2

#2 MDE F/O

HEADER

RETURN

ENGINEROOM 19IN 2580-24 50

19 (Rev-0)

MAIN

ENGINE #2

#2 MDE F/O

FROM FILTER

ENGINEROOM 19IN 2580-24 50

MAIN

ENGINE #2

#2 MDE F/O

SUPPLY FROM

TANK TO

STRAINER

ENGINEROOM 28IN 2580-24 50

MAIN

ENGINE #2

#2 MDE F/O

TOFILTERS

FROM

STRAINERS

ENGINEROOM 19IN 2580-24 50

MAIN

ENGINE #2

#2 MDE F/O

RELIEF

VALVE TO

DISCHARGE

ENGINEROOM 22IN 2580-24 50

MAIN

ENGINE #1

#1 MDE F/O

RELIEF

VALVE TO

DISCHARGE

ENGINEROOM 22IN 2580-24 50

MAIN

PROPULSION

GENERATOR

#1 MAIN

PROPULSION

GEN. SEA

WATER

ENGINEROOM 14 IN 2580-32 50

MAIN

PROPULSION

GENERATOR

#2 MAIN

PROPULSION

GEN. SEA

WATER

ENGINEROOM 14IN 2580-32 30

LUBE

STORAGE

TANKS

FILL PORT

LUBE OIL

ENGINEROOM 16IN FC300-32 1

LUBE

STORAGE

TANKS

FILL STBD

LUBE OIL

ENGINEROOM 16IN FC300-32 1

LUBE

STORAGE

TANKS

VENT PORT

LUBE OIL

ENGINEROOM 13IN FC300-32 1

LUBE

STORAGE

TANKS

VENT STBD

LUBE OIL

ENGINEROOM 13IN FC300-32 1

20 (Rev-0)

ENGINE #1

#1 MDE

PEDESTAL

BEARING

LUBE OIL

ENGINEROOM 14IN FC234-06 50

MAIN

ENGINE #2

#2 MDE F/O

SUPPLY TO

F/O PUMP

HEADER

ENGINEROOM 42IN FC234-08 50

MAIN

ENGINE #2

#2 MDE

PEDESTAL

BEARING

LUBE OIL

ENGINEROOM 14IN FC234-06 50

SHIP

SERVICE

GENERATOR

#2 SSDG

HOTSTART

HOSE TOP J/W

ENGINEROOM 31IN FC234-16 15

SHIP

SERVICE

GENERATOR

#1 SSDG L/O

SUPPLY TO

CONTROL

PANEL

ENGINEROOM 18IN FC234-05 30

SHIP

SERVICE

GENERATOR

#1 SHIP

SERVICE GEN.

GOV TO PSI

SWITCH L/O

ENGINEROOM 20IN FC234-05 30

SHIP

SERVICE

GENERATOR

#1 SSDG GOV.

L/O RETURN

TO HEAD PIPE

ENGINEROOM 21IN FC234-05 30

SHIP

SERVICE

GENERATOR

#1 SHIP

SERVICE GEN.

L/O SUPPLY

TO GOV.

ENGINEROOM 36IN FC234-05 100

SHIP

SERVICE

GENERATOR

#2 SHIP

SERVICE GEN.

L/O SUPPLY

TO GOV.

ENGINEROOM 36IN FC234-05 75

SHIP

SERVICE

GENERATOR

#2 SSDG F/O

SUPPLY TO

GUAGE

ENGINEROOM 12IN FC234-05 75

21 (Rev-0)

SHIP

SERVICE

GENERATOR

#2 SSDG L/O

SUPPLY TO

CONTROL

PANEL

ENGINEROOM 18IN FC234-05 75

SHIP

SERVICE

GENERATOR

#2 SHIP

SERVICE GEN.

GOV TO PSI

SWITCH L/O

ENGINEROOM 27IN FC234-05 100

SHIP

SERVICE

GENERATOR

#2 SSDG GOV.

L/O RETURN

TO HEAD PIPE

ENGINEROOM 24IN FC234-05 100

MAIN

ENGINE #1

GAUGEBOARD

L/O GAUGE

CONN

ENGINEROOM 20IN FC234-05 50

MAIN

ENGINE #1

GAUGEBOARD

BLOWER

PRESS CONN

ENGINEROOM 20IN FC234-05 10

MAIN

ENGINE #1

GAUGEBOARD

C/C CONN

ENGINEROOM 20IN FC234-05 6

MAIN

ENGINE #1

GAUGEBOARD

F/O GAUGE

CONN

ENGINEROOM 20IN FC234-05 45

MAIN

ENGINE #1

GAUGEBOARD

J/W GAUGE

CONN

ENGINEROOM 20IN FC234-05 45

MAIN

ENGINE #1

GAUGEBOARD

R/W GAUGE

CONN

ENGINEROOM 20IN FC234-05 30

MAIN

ENGINE #1

GAUGEBOARD

S/A CONN

ENGINEROOM 20IN FC234-05 265

MAIN

ENGINE #2

GAUGEBOARD

BLOWER

PRESS CONN

ENGINEROOM 20IN FC234-05 10

MAIN

ENGINE #2

GAUGEBOARD

C/C CONN

ENGINEROOM 20IN FC234-05 6

22 (Rev-0)

ENGINE #2

GAUGEBOARD

F/O GAUGE

CONN

ENGINEROOM 20IN FC234-05 45

MAIN

ENGINE #2

GAUGEBOARD

J/W GAUGE

CONN

ENGINEROOM 20IN FC234-05 45

MAIN

ENGINE #2

GAUGEBOARD

L/O GAUGE

CONN

ENGINEROOM 20IN FC234-05 50

MAIN

ENGINE #2

GAUGEBOARD

R/W GAUGE

CONN

ENGINEROOM 20IN FC234-05 30

MAIN

ENGINE #2

GAUGEBOARD

S/A CONN

ENGINEROOM 20IN FC234-05 265

START AIR #1 START AIR

COMPRESSOR

DISCHARGE

MOTOR

ROOM

32IN FC234-12 265

START AIR #2 START AIR

COMPRESSOR

DISCHARGE

MOTOR

ROOM

60IN FC234-12 265

SHIP

SERVICE

GENERATOR

#1 SSDG

HOTSTART

HOSE

BOTTOM J/W

ENGINEROOM 29IN FC234-16 15

SHIP

SERVICE

GENERATOR

#2 SSDG

HOTSTART

HOSE

BOTTOM J/W

ENGINEROOM 29IN FC234-16 15

SHIP

SERVICE

GENERATOR

#1 SSDG

HOTSTART

HOSE TOP J/W

ENGINEROOM 32IN FC234-16 15

MAIN

ENGINE #1

J/W TO

EXPANSION

TANK

ENGINEROOM 22IN FC300-04 45

MAIN

ENGINE #2

J/W TO

EXPANSION

TANK

ENGINEROOM 22IN FC300-04 45

23 (Rev-0)

SHIP

SERVICE

GENERATOR

#1 SSDG

MANIFOLD TO

EXPANSION

TANK J/W

ENGINEROOM 6IN FC234-4 15

SHIP

SERVICE

GENERATOR

#2 SSDG

MANIFOLD TO

EXPANSION

TANK J/W

ENGINEROOM 6IN FC234-4 15

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 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not Applicable.

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

24 (Rev-0) contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.3.1 Protective measures, hydraulic system(s). Maintain existing hydraulic system cleanliness and take all necessary precautions to prevent the introduction of contaminants into the hydraulic system. Immediately after disconnecting or removing components from the hydraulic system, seal all openings to the rest of the system using caps for externally threaded connection points, bolt-on blanks, or taped-on discs/covers made of durable plastic or sheet-metal that is no less than 1/16-inch thick.

NOTE

Be aware that plastic bags may be used only when arrangement or configuration prevents the use of the other sealing methods specified above.

3.1.3.2 Protective measures - environmental. The Contractor shall abide by all applicable environmental protection tasks as specified in paragraph in SFLC Std Spec 0000, Appendix A (Requirements for Environmental Protection).

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:

Piping

#1 Main Diesel Engine Lube Oil ( 250-gallon capacity).

#2 Main Diesel Engine Lube Oil (250-gallon capacity).

3.1.4.2 Fluid disposition, disposal. Dispose of all removed fluids in accordance with all applicable Federal, state, and local regulations. Refer to paragraph 4.1 (Tank content restoration).

3.2 Renewal. The Contractor shall renew the hose assemblies identified in Table 1, in accordance publications identified in Section 2 and using the drawings in Section 2 for guidance as follows:

3.2.1 Contractor shall renew both main diesel engine’s lube oil systems with Mobilgard grade type 410NC.

3.2.2 Maintain existing system cleanliness.

3.2.3 Wrap all hose end fittings exposed to weather with a suitable commercially available protective tape, completely covering all exposed metal. The tape shall be a petrolatum base compound on a fabric carrier.

3.2.4 Provide hose CFR with the following information:

System (A/C, MDE, ASW, Hydraulic, etc.)

System Unit (MDE # 1, 2, 3, etc.)

Hose Description

Hose length

Hose size (inch)

25 (Rev-0)

Hose material

Hose Fitting 1 (SAE/JIC, size, material)

Hose Fitting 2 (SAE/JIC, size, material)

Manufacture date

Hydro date

Design pressure

Hydro pressure

4. NOTES

4.1 Protective tape source. The tape may be acquired through the following sources

Densyl Tape [www.densona.com]

Carbowrap Marine Tape [www.carboline.com]

Petrotape [www.pertotape.co.za], or equivalent)

26 (Rev-0)

S_52100_ESD_0615_SWIT

S17_011_52100_SCP_0118_109#

WORK ITEM 4: Firemain Valves, Overhaul or Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to overhaul or renew the listed firemain valves as designated in Table 1.

TABLE 1 - FIREMAIN VALVES

SIZE/ TYPE/

VALVE # DESCRIPTION MATERIAL

CONNECTION/

RATED

PRESSURE

CLASS #

INDUSTRY

STANDARD

*O/ R

2.5"/ Globe /

FMCOV 1-3-2

Firemain Anchor Washdown

Bronze Flanged/ 150 ASTM B-61 R

1.5/ Globe /FPL 1- 22-1

Firemain Firestation #1`

Bronze Flanged/150

ASTM B-61 R

1.5/ Globe /FPL 1- 22-1 Firemain

Firestation #2

Bronze Flanged/150

ASTM B-61 R

2.5/ Globe /FPL 1- 61-1 Firemain

Firestation #4

Bronze Flanged/150

ASTM B-61 R

2.5/ Globe /FPL 1- 61-1 Firemain

Firestation #5

Bronze Flanged/150

ASTM B-61 R

2.5/ Globe /FM

XCONN 1-54-1 P-100

Connection

Bronze Flanged/150

ASTM B-61 R

* “O” = Overhaul ”R”=Renew

1.2 Government-furnished property.

NONE.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 140-WTGB_521-2, Rev -, FIREMAIN SYSTEM

ARRANGEMENT DETAIL A&D

Coast Guard Drawing 140-WTGB 521-3, Rev A, Firemain System Details

27 (Rev-0)

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

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

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

Deck plates

Piping

Insulation

28 (Rev-0)

Pumps

Hoses

3.2 Temporary firemain connections. The Contractor shall provide temporary connections for the firemain to ensure the firemain system remains operational during the performance of the tasks specified herein.

3.3 Removal. The Contractor shall remove each valve identified in Table 1 and immediately install blank flanges and gaskets over openings and secure each flange 180 degrees apart with at least two bolts.

3.4 Renewal. The Contractor shall renew all valves identified in Table 1 by an "R" in the "O/ R" column. At no additional cost to the Government, the Contractor may opt to renew valves identified in Table 1 for overhaul by an "O" in the "O/ R" column as follows.

3.4.1 Equivalency. Ensure all renewed valves, including Mil-Std valves, are commercial-standard type valves conforming to the applicable standard listed in Table 1. The Contractor shall ensure each new valve is of identical material and equivalent to the valve it is replacing.

3.4.2 Inspection. Visually inspect the piping and mounting arrangements and submit a CFR detailing any required modifications to accommodate the new valve(s).

3.5 Installation. Upon completion of all authorized work, the Contractor shall install all overhauled and renewed valves with renewed gaskets as follows:

3.5.1 Disposal. Remove and dispose of all blank flanges and associated gaskets.

3.5.2 Secure. Secure each valve installation with renewed bolting hardware.

3.5.3 Labeling. Renew all missing and damaged valve label plates, and install new valve label plates on new valves, in accordance with ASTM F992.

3.6 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

3.7 Leak test. After completing all authorized mechanical (i.e. threaded, bolted, etc.) joint repairs, the Contractor shall test the disturbed firemain piping system's operation using the system fluid at normal operating pressure. Ensure zero visible leakage from or deformation of mechanical parts by repairing all leaks and discrepancies. Submit a CFR.

3.8 Hydrostatic test. After all authorized repairs, the Contractor shall hydrostatically test all new and disturbed piping and components of the disturbed firemain piping system in accordance with SFLC Std Spec 0740, Appendix C, “Hydrostatic Test”. Ensure zero leakage from or permanent deformation of pressure-containing parts by repairing all leaks, deformations, and discrepancies.

Submit a CFR.

29 (Rev-0)

This section is not applicable to this work item.

30 (Rev-0)

S_63410_0216_SWIT

S17_009_63410_SCP_0118_109#

WORK ITEM 5: Deck Covering (Interior Wet/Dry), Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew deck covering system in Laundry 2-25-2-Q.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 140 WTGB 655-1, Rev -, Laundry &General…