Amendment 01_Attachment (2)_HAM (WMSL 753)_Specs_REV-2.pdf

USCGC HAMILTON (WMSL 753)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2022

Developed By: Daniel A Doherty

(Rev-2, 13 April 2021)

USCGC HAMILTON (WMSL-418) DOCKSIDE AVAILABILITY FY2022

ii (Rev-2)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 2: Tanks (Oily Waste), Clean and Inspect WORK ITEM 3: Tanks (Oily Waste), Preserve “100%” WORK ITEM 4: Tanks (Oily Waste), Preserve “Partial” WORK ITEM 5: Air Conditioning Relief Valves, Inspect And Test WORK ITEM 6: Air Conditioning Units Flex Hoses And Expansion Joints, Renew WORK ITEM 7: Folding Boom Cranes, Biennial Maintenance and Repair, Perform WORK ITEM 8: Bulkhead and/or Overhead Insulation, Renew WORK ITEM 9: Refrigerant Piping Insulation, Renew WORK ITEM 10: Piping Insulation, Renew WORK ITEM 11: Chilled Water System Insulation, Renew WORK ITEM 12: Gas Turbine Intake Screens, Renew WORK ITEM 13: Decks, Preserve (Full) WORK ITEM 14: Smoke Stack Deck, Preserve (Full) WORK ITEM 15: Tank Sounding Tube, Replace WORK ITEM 16: Berthing, Upgrade, Phase 1 (NSC 3 & FOLLOW-Adding 17 New Rack) WORK ITEM 17: Main Propulsion Diesel Engine, Exhaust Silencer, Replace WORK ITEM 18: Hangar Bolted Equipment Removal Plate, Install WORK ITEM 19: VCHT Room Escape Scuttle and Ladder, Install WORK ITEM 20: Deck Covering (Polymeric), Repair and Seal WORK ITEM 21: Dual Point Davit ,Biennial Maintenance, Perform

DAHumfleet Highlight iii (Rev-2)

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

07/01/2021 1 21 Added WI-21, Dual Point Davit, Biennial Maintenance, Perform

08/11/2021 2 6,14,15,19,21 Added missing references from Work Items 6, 14, 15, 19, 21 to Consolidated List of References

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-2)

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 418A-WMSL 100-002, Rev N-A, General Arrangements

Coast Guard Drawing 418A-WMSL 320-004, Rev -, Electrical Mods to Suit Installation of VCHT Escape

Scuttle

Coast Guard Drawing 418A-WMSL 505-001, Rev -, Piping Modifications to Suit VCHT Room Escape

Scuttle

Coast Guard Drawing 418A-WMSL 801-002, Rev N-A, Booklet of General Plans

Coast Guard Drawing 418A-WMSL-100-001, Rev -, General Arrangements

Coast Guard Drawing 418A-WMSL 100-006, Rev -, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing

Coast Guard Drawing 418A-WMSL-167-7, Rev -, Hangar BERP Installation L3 Port Bhd / Fr 57

Coast Guard Drawing 418A-WMSL-506-001, Rev -, Overflow / Air Escapes Sounding Tubes Diagram

Coast Guard Drawing 418A-WMSL-640-004, Rev, Permanent Berthing Modifications

Coast Guard Drawing 418A-WMSL-801-001, Rev -, Booklet of General Plans

Coast Guard Drawing 750-WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL 100-023, Rev H, Unit 2120 Structure - 1st Platf to 2nd Deck Fr 35 to

Fr 44 (ASC100212)

Coast Guard Drawing 750-WMSL 100-024, Rev H, Unit 2130 Structure 2nd Deck to Main Deck - Fr 35 to Fr 44 (ASC100213)

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

Coast Guard Drawing 750-WMSL 100-052, Rev J, Unit 4320 Structure 02 Lvl and Above - Fr 48 to Fr 53

(ASC100432)

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

67 (ASC100442)

Coast Guard Drawing 750-WMSL 100-054, Rev H, Stack - Fr 48 to Fr 57 (ASC100443)

Coast Guard Drawing 750-WMSL 100-082, Rev A, General Arrangements NSC 4 Only (AS4100001)

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

Coast Guard Drawing 750-WMSL-100-508, Rev H, Unit 2340 Structure – Main Deck To 01 Level – Fr

52 To Fr 64 (ASC100234)

DAHumfleet Highlight

DAHumfleet Highlight

DAHumfleet Highlight v (Rev-2)

Coast Guard Drawing 750-WMSL-167-503, Rev A, Structural, Door List (ASC167002)

Coast Guard Drawing 750-WMSL 167-504, Rev E, Hatch & Scuttle List Ship Wide, NSC 3 and Follow

(AS3167003)

Coast Guard Drawing 750-WMSL 180-013, Rev E, Fdn Arr Dwg Design Unit 2120 Bklt No. 1

(ASC180212)

Coast Guard Drawing 750-WMSL 180-014, Rev D, Fdn Arr Dwg Design Unit 2130 Bklt No. 1

(ASC180213)

Coast Guard Drawing 750-WMSL 259-001, Rev H, PRPLN Gas Turbine Air Intake/Exhaust Diagram

(ASC259001)

Coast Guard Drawing 750-WMSL 259-010, Rev B, Turbine Combustion Exhaust Arrgt & Supports Dets

& L/M above 01 Lvl (ASC259008)

Coast Guard Drawing 750-WMSL 300-017, Rev C, Unit 2120 1st Platf Fr 35 to Fr 44 Arr of Elect Eqpt

(ASC300212)

Coast Guard Drawing 750-WMSL 300-018, Rev C, Unit 2130 2nd Deck Fr 35 to Fr 44 Arr of Elect Eqpt

(ASC300213)

Coast Guard Drawing 750-WMSL 304-014, Rev C, Unit 2120-1st Platf-Fr 35 to Fr 44 Wireway

Arrangement and Details (ASC304212)

Coast Guard Drawing 750-WMSL 320-514, Rev C, PWR Sys S/S Gen & Swbd Intcon Dk Plan & Elem

Wrg Diag (ASC3200018)

Coast Guard Drawing 750-WMSL 330-005, Rev C, Lighting System Deck Plan AMR (UL & LL), MMR

(Fwd & Aft) (UL & LL) (ASC330004)

Coast Guard Drawing 750-WMSL 330-011, Rev F, Lighting System Deck Plan Second Deck - Fwd of Fr

52 (ASC330007)

Coast Guard Drawing 750-WMSL 436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009)

Coast Guard Drawing 750-WMSL 493-001, Rev E, Unclassified LAN Cable Block Diagram

(ASC493001)

Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses (ASC505006)

Coast Guard Drawing 750-WMSL 508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL 512-024, Rev C, Vent & Air Conditioning Arr 1st Platf Unit 2120

(ASC512212)

Coast Guard Drawing 750-WMSL-516-006, Rev F, Chilled Water & Refrigeration Piping Unit 1320

(ASC516132-CW)

Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System (ASC520001)

Coast Guard Drawing 750-WMSL-520-004, Rev E, Salt Water Cooling Unit 1320 (ASC520132-SW)

Coast Guard Drawing 750-WMSL 528-016, Rev E, Plumbing & Interior Deck Drains and Vent System -

Unit 2120 (ASC528212-PD)

Coast Guard Drawing 750-WMSL 528-041, Rev D, Plumbing Fixture Hook-Up Detail Booklet

(ASC528004)

Coast Guard Drawing 750-WMSL 530-010, Rev B, Potable Water Unit 2120 (ASC530212-PW)

Coast Guard Drawing 750-WMSL 593-027, Rev D, Sewage System Unit 2120 (ASC593212-SS)

Coast Guard Drawing 750-WMSL 593-078, Rev C, Bilge & Oil Pollution Control System Unit 2120

(ASC593212-PC)

Coast Guard Drawing 750-WMSL 600-014, Rev E, Fab & Instl of Hull Design, Unit 2120 (ASC600212)

Coast Guard Drawing 750-WMSL 602-004, Rev E, Photoluminescent Markings (ASC602006)

DAHumfleet Highlight

DAHumfleet Highlight

DAHumfleet Highlight vi (Rev-2)

Coast Guard Drawing 750-WMSL 602-010, Rev E, Label Plates List - Access, Frames and Bulkheads

(ASC602012)

Coast Guard Drawing 750-WMSL-622-009, Rev D, Gratings & Handrails Uptake space (ASC622009)

Coast Guard Drawing 750-WMSL 623-500, Rev G, Vertical Ladder and Ladder Rung List and Details

Ship Wide (ASC623004)

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

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

(ASC635002)

Coast Guard Drawing 750-WMSL 801-009, Rev A, Booklet of General Plans (NSC 4 Only)

(ASC801001D)

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

(ASC801001E)

Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL-100-022, Rev K, Unit 2110 Structure Inner Bottom to 1st Pltf Fr 35 –

44 (ASC100210)

Coast Guard Drawing 750-WMSL-100-026, Rev H, Unit 2200 Structure – Inner Bottom – Fr 44 to Fr 52

(ASC100220)

Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure – Inner Bottom – Fr 52 to Fr 64

(ASC1000230)

Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure – Inner Bottom – Fr 52 to Fr 64

(ASC1000230)Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and

Fabrication Details Ship Wide (ASC167001)

Coast Guard Drawing 750-WMSL-100-051, Rev J, Unit 4310 Structure 01 Level To 02 level – Fr 44 To

Fr 52 (ASC100431)

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

Coast Guard Drawing 750-WMSL-100-082, Rev A, General Arrangements NSC 4 ONLY (AS4100001)

Coast Guard Drawing 750-WMSL-100-531, Rev D, Structural Mods Iwo New Aft Folding Cranes, Hamilton, James & Munro

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

Wide (ASC167001)

Coast Guard Drawing 750-WMSL-259-003, Rev G, Main Prop DSL / SS DSL Gen Air Intake / Exhaust

Diagram (ASC259002)

Coast Guard Drawing 750-WMSL-259-009, Rev A, Turbine Combustion Intake Arrgt & Supports, Details And L/M Abv 01 Lvl (ASC259007)

Coast Guard Drawing 750-WMSL-259-011, Rev D, Main Engine Combustion Air Intake & Exhaust

ARR, Dets & L/M Below 2nd Deck (ASC259009)

Coast Guard Drawing 750-WMSL-259-012, Rev B, Main Engine Combustion Air Intake Supports

Details & L/M Below 2nd Deck (ASC259010)

Coast Guard Drawing 750-WMSL-259-013, Rev B Main Engine Combustion Air Intake & Exhaust ARR, Dets & L/M 2nd Deck Up - 02 LVL (ASC259011)

Coast Guard Drawing 750-WMSL-259-014, Rev C, Main Engine Combustion Air Intake & Exhaust

Supports, Dets & L/M 2nd Deck Up - 02 LVL (ASC259012)

Coast Guard Drawing 750-WMSL-259-015, Rev D, Main Engine Comb Air Intake & Exh Arr, Dets &

L/M ABV 02 LVL (ASC259013)

vii (Rev-2)

Coast Guard Drawing 750-WMSL-259-016, Rev B, Main Engine combustion Air Intake & Exhaust

Supports, Dets & L/M Above 02 LVL (ASC259014)

Coast Guard Drawing 750-WMSL-259-019, Rev G, Incin & Dg Intake & Combustion Exhaust Arr, Dets

& L/M, 2nd Dk – 02 Lvl (ASC259017)

Coast Guard Drawing 750-WMSL-259-502, Rev A, MDE Silencer Shipping Route Arrangement

Coast Guard Drawing 750-WMSL-320-010, Rev G, Power Sys Deck Plan – Second Dk, Aft of Fr 52

(ASC3200016)

Coast Guard Drawing 750-WMSL-320-012, Rev G, Power Sys Deck Plan – Main Deck Fwd of Fr 52

(ASC320007)

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

Coast Guard Drawing 750-WMSL-320-041 Rev D , Electric One-Line Diagram (NSC4-SRD)

(ASC320001D) (UNSIGNED)

Coast Guard Drawing 750-WMSL-320-579, Rev -, Electrical Installations Iwo New Aft Folding Cranes

Coast Guard Drawing 750-WMSL-330-005, Rev C, Lighting System Plan Main AMMR (UP &

LL),MMR(FWD &AFT (UP & LL) (ASC330004)

Coast Guard Drawing 750-WMSL-330-011, Rev F, Lighting System Second Deck_FWD of FR 52

(ASC330007)

Coast Guard Drawing 750-WMSL-330-013, Rev D, Lighting System Deck Plan Second Deck-AFT of FR

52 (ASC330008)

Coast Guard Drawing 750-WMSL-330-015, Rev E, Lighting System Deck Plan Main Deck_FWD of FR

52 (ASC330009)

Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves – Pipe Structure Penetration (SP485000)

Coast Guard Drawing 750-WMSL-501-005, Rev G, Machinery Arrangement (ASC501005)

Coast Guard Drawing 750-WMSL-506-015, Rev C, Overfl / Airescapes / Sounding Tubes Unit 2100

(ASC506210-Ae)

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

(ASC506211-Ae)

Coast Guard Drawing 750-WMSL-506-020, Rev D, Overfl / Air Escapes / Sounding Tubes Unit 2200

(ASC506220-Ae)

Coast Guard Drawing 750-WMSL-506-021, Rev C, Ovfl / Air Escapes / Sounding Tubes Unit 2210

(ASC506221-Ae)

Coast Guard Drawing 750-WMSL-506-022, Rev B, Ovrflw / Airescapes / Sounding Tubes Unit 2220

(ASC506222-Ae)

Coast Guard Drawing 750-WMSL-506-023, Rev C, Overflow / Air Escapes / Sounding Tubes Unit 2230

(ASC506223-Ae)

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

(ASC506230-Ae)

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

(ASC506233-Ae)

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

(ASC506231-Ae)

Coast Guard Drawing 750-WMSL-506-040, Rev B, Overflw / Airescapes / Sounding Tubes Unit 2320

(ASC506232-Ae)

Coast Guard Drawing 750-WMSL-506-512, Rev -, Ferrous Sounding Tube Replacement A & D viii (Rev-2)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping And Machinery Insulation And L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-512-048, Rev B, Vent & Air Cond Arr 01 Lvl Unit 4310

(ASC512431)

Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram (ASC516001)

Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002)

Coast Guard Drawing 750-WMSL-516-013, Rev D, Chilled Water Unit 2340 (ASC516233-CW)

Coast Guard Drawing 750-WMSL-516-019, Rev B, Chilled Water Unit 3330 (ASC516333-CW)

Coast Guard Drawing 750-WMSL-516-031, Rev B, Refrigeration Piping Unit 3130 (ASC516313-RF)

Coast Guard Drawing 750-WMSL-526-031, Rev B, Weather Deck Drains Unit 4310 (ASC526431-WD)

Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev G, Mooring and Towing Arrangement (ASC582002)

Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes

Coast Guard Drawing 750-WMSL-631-002, Rev G, Paint Schedule (ASC631002)

Coast Guard Drawing 750-WMSL-634-506, Rev H, Deck Covering Schedule (ASX634001)

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

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

(ASC635002)

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

(ASC635002)

Coast Guard Drawing 750-WMSL-640-003, Rev G, Furniture Schedule

Coast Guard Drawing 750-WMSL-640-004, Rev G, Arrangements of Living Spaces NSC 3 & Follow)

(ASC3640001)

Coast Guard Drawing 750-WMSL-801-009 Rev A , Booklet of General Plan NSC 4 ONLY

(ASC8011001D)

Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves

NAVSEA Drawing 803-1623057, Rev G, Scuttle, WT, Flush, Quick Acting, 25 Dia 25 psi-Arrangement

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

Details

COAST GUARD PUBLICATIONS

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel

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

Manual

Coast Guard Commandant Instruction (COMDTINST) M9000.6 (series), Naval Engineering Manual

Coast Guard Technical Publication (TP) 7065, SWBS 582, Jun 2007, Forward & Aft Capstan – ix (Rev-2)

Coast Guard Technical Publication (TP) 7903, SWBS 583, Apr 2019, Aft Boat handling system –Model

FB90-28

Coast Guard Technical Publication (TP) 9618, SWBS 583, Nov 2018, Boat Davit - Models

DDP11000CTS & SP2200 (S/N: 2328, 2329, 2332 & 2330, 2331, 2333) (HULLS: 750, 751 & 753)

Coast Guard Technical Publication (TP) S9514-F1-MMA-010, SWBS 514, Jun 2020, Air Conditioning

Plant - 130-Ton Capacity, HFC-134A - Description, Operation & Maintenance - REV 2

MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

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

NOTE

OTHER REFERENCES

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2020, Electrical

Power for Contractor Tools and Equipment

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard

Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2020, Clean

Shipboard Ventilation Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2020, Install Interior

Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2020, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2020, Temporary

Hull Accesses

TCTO WMSL-418-TB6030, 2019, Installation of Flush Mount Scuttle and Vertical Ladder as Secondary

Egress Route from VCHT Room 3-36-2-E to Crew Stateroom 2-36-8-l

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning

USCG, HWSL Guidance/Fall Protection Plan, Working Aloft Aboard Cutter

OTHER REFERENCES

ANSI/EASA Standard AR100-2020, Recommended Practice for the Repair of Rotating Electrical

Apparatus.

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

Click Bond Drawing CB3201, Rev 3, Standoff, Locking, Thread, Very Large Base

DAHumfleet Highlight

DAHumfleet Highlight x (Rev-2)

Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and

Other Working Surfaces

Manufacturers Standardization Society of the Valve and Fittings Industry ANSI/MSS SP-58, 2018, Pipe

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

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

MIL-D-23134, Jul 1999, Deck Underlay and Covering, Insulating, Magnesia Aggregate Mixture

MIL-D-2313A Sep 1988 Deck Underlay And Covering, Insulating, Magnesia Aggregate Mixture

MIL-DTL-24244, May 2000, Insulation Material, With Special Corrosion, Chloride, and Fluoride

Requirements

MIL-DTL-24643, Oct 2009, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for

MIL-I-16411, Nov 1988, Insulation Felt, Thermal, Glass Fiber

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

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

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

MIL-STD-1310, Sep 2009, Shipboard Bonding, Grounding, and Other Techniques for Electromagnetic

Compatibility and Safety

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

Submarines (Penetrations)

MIL-Y-1140, Sep 1985, Yarn, Cord, Sleeving, Cloth, And Tape- Glass

The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, and Maintenance Painting of Steel

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 03 (SSPC-SP 3), 2004, Power Tool Cleaning

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

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification SSPC-SP 1, 2015, Solvent

Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification SSPC-SP 2, 2018, Hand

Tool Cleaning

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

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

Cleaning

The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP

10/NACE No.2, 2007, Near-White Blast Cleaning xi (Rev-2)

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)

16 N 2-High Berth

Assembly (i.e. 2-High berths w/ lockers:

Similar to Berth, modular, CPO: Type

XIII (2-high, 2-lockers) to fit a size envelope of

Length: 82”; Width:

33”; Height (2-high):

78”. The berth should be similar to Navy

Type XIII, Style 3, and

Size 4; though navy standard height and width are smaller than desired. Clearance over mattress should be even for both berths and no less than 22-

24”)

3 $3,400.00

16 N 3-High Berth

Assembly (3-High

Berths w / lockers:

Similar to navy catalog

Berth, Modular, Crew and Troop: Type I (3-high, 3-lockers). Sized to fit an envelope of

Length: 82”; Width:

33”; Height (3-high):

90.25”(max height over deck, including any required sub base).

Similar to Navy furniture catalog Type

1, style 1, size 2;

however, navy standard width is narrower then desired at 27-3/4”wide)

11 $4,375.00

16 N Lockers (24” X 22” X

75”) (i.e. Lockers: To fit a size envelope of

Width: 24”; Depth:

17 $975.00 xii (Rev-2)

22”; Height: 75”.

Similar to Navy furniture catalog locker, Clothing SFC:

B-2B-13 (Drawing no

803-6397307), Type

12. Purpose is to provide full width hanging space for personnel effects and a minimum number of large shelves at top or bottom for shoes, boots, or other bulky items)

17 N ** Exhaust Silencer, Manufactured by G+H

Schall Schutz, Weight

900 Kg.

PN: QANF-900-25 2 ea. $81,953.66

18 N 36”x66”x8” Quick

Acting Watertight Door, Steel, 10-Dog, LH Swing, 15 psi

(incl. coaming and fitting i.e. hasp & staple, hold back hook assy 20, hinge assy T, CRES label plate backing)

Painted w/ Powder

Coating, White 17925

NSN : 2040-01-425-4480

(NAVSEA Dwg No. 803-

6397268)

1 ea. 9,185.00

19 N 25” Flush Deck Quick-

Acting Watertight

Scuttle, Steel, Hinge, 15 psi

NAVSEA Dwg 803-1623057

Juniper P/N : JE7455-SF

1 ea $3,600.00

19 N EEBD Holder NIN : AL-EEBD Malpass, Inc., P/N : 48EEBDAL

2 ea $85.00

19 N Strobe Light, Warning

Alarm (Red)

NIIN : - Federal Signal P/N :

FB2PST120R

1 ea $346.75

19 N Strobe Light, Warning

Alarm (Amber)

NIIN : - Federal Signal P/N :

FB2PST120A

1 ea $346.75

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

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xiii (Rev-2)

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 Tanks (MP Fuel Service), Clean and Inspect

2 Tanks (Oily Waste), Clean and Inspect

3 Tanks (Oily Waste), Preserve “100%” – Optional

4 Tanks (Oily Waste), Preserve “Partial” – Optional

6 Air Conditioning Units Flex Hoses and Expansion Joints

7 Folding Boom Cranes, Biennial Maintenance, Perform

19 VCHT Room Escape Scuttle and Ladder, Install

21 Dual Point Davit, Biennial Maintenance, Perform xiv (Rev-2)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0"

Length between perpendiculars 390' 0"

Maximum beam 54' 0"

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

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

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

Minimum berth depth 20' 0"

Height of highest projection Approximately 119'

Draft, design 14.40'

Design displacement 3925 long tons

MACHINERY

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

One gas turbine General Electric LM2500; 29,500 SHP

Type of propulsion CODAG

Electrical system 24 Volt DC

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

Two reduction gears RENK

One cross connect gear RENK

HULL

Hull material 5086 Aluminum

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

FWD of FR 9 2' 3"

FR 9 to FR 10 6' 9"

FR 10 to FR 98 4' 1"

FR 98 to FR 99 3'-8"

ELECTRICAL

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

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

TANK CAPACITIES

Diesel oil 220,359 gal

Fresh water 12,454 gal

JP-5 Fuel 35,182 gal

1 (Rev-2)

00000_0121_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

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), 2020, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor must 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-2)

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

3.3 Preservation requirements. The Contractor must 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 must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

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

3.5.1 USCG facilities. The Contractor must 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 must 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 must 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 must 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 : NONE

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

3.5.3 Regulatory notifications. The Contractor must be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, 3 (Rev-2) and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The

Contractor must 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 must 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 must appoint in writing an Environmental Manager for the project, and must be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must 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 must 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 must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must 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 must 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 must 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 must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

None.

4 (Rev-2)

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-2)

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 mfg.

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 mfg.

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-2)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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

7 (Rev-2)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

Place Surface Profile

Replica Tape Here

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

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

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

TIME

8 (Rev-2)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

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

SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading

(mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-2)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-2)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

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

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic

Pull-Off (Type I/Banana) Gauge Is

Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-2)

12305_RTK_0221_418

WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TABLE 1 – LIST OF UNPAINTED TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION - ~5% (GALLONS)

Diesel Service 5-36-2-F 21,363 1,100

Diesel Service 5-36-3-F 21,362 1,124

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing

Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44 (ASC100210)

Coast Guard Drawing 750-WMSL-100-022, Rev K, Unit 2110 Structure Inner Bottom to 1st Pltf

Fr 35 – 44 (ASC100210)

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

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

Details Ship Wide (ASC167001)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None.

12 (Rev-2)

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

3.7 Inspection

3.1.2 Tech Rep. The Contractor must provide the services of a Qualified Technical Representative who is a NDE Operator and Inspector/Level 1 certified and qualified in accordance with ASNT No. SNT-TC-1A to perform ultrasonic thickness measurement inspections.

3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.

3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference. Include the dates of services the Qualified Tech Reps will be on site as per their subcontract documentation.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.4 Interferences. The Contractor must 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:

TLIs

Piping

Residual tank contents/fluids

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

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

3.2.1 Perform an initial operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed).

3.2.2 Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed).

3.3 Tank opening. The Contractor must remove the tank manhole cover(s) and ventilate the confined spaces in accordance with SFLC Std Spec 0000, Paragraphs 3.3.1.1 and 3.3.1.2.

WARNING

Do not use the Fuel Service or Transfer systems to drain any water from the tank. Excessive fuel contamination will result.

3.4 Tank content and waste disposal. The Contractor must dispose of residual tank contents and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Notify the COR in writing at least 48 hours prior to removal of wastes and fluids. Document

13 (Rev-2) a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit chain of custody record to the COR upon completion of work via a CFR.

3.5 Temporary plugs. The Contractor must plug all inlet and outlet piping in the tank to prevent contaminants from entering the tank or piping system. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings.

3.5.1 Plug log. The Contractor must keep a written record of all installed plugs. Keep a separate list for each tank. Maintain a plug accountability log posted immediately outside the tank to prevent any of the installed temporary plugs from being lost inside the tank or left behind inside at tank closure. Submit this log to the COR via CFR after completion of work item

3.5.2 The Contractor must ensure that all plugs are removed from each tank upon completion of work in the tank.

3.6 Tank cleaning. The Contractor must clean all designated tank interior surfaces free of all foreign materials, such as residual fuel or water, sediment, sludge, rust, or biological growth, taking care not to damage the coating system (if applicable).

3.6.1 The Contractor must accomplish all requirements of SFLC Std Spec 6310, 3.1.6.4 (Surface contaminant removal) to achieve the cleanliness requirements of SSPC-SP 1, including a low-pressure

(maximum 5,000 psi) fresh water wash down of the surfaces.

3.6.2 Remove cleaning media and residues continuously from the tank during the washing process.

Remove any residual wash media and wipe up residual moisture with clean lint-free cloths. Wipe the interior tank structure dry and free of all cleaning agents.

3.7 Inspection. The Contractor must visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CIR including the following, as applicable:

Tank structural condition.

Manhole and cover condition.

Ladder condition (if applicable).

Condition of tank coating (if applicable), including dimensions, percentage, location, and type of coating failure.

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

Sounding/vent tube and striker plate condition.

Suction and discharge piping condition.

Fastener material and condition.

Pit measurements

Ultrasonic thickness (UT) measurements

3.8 Pit measurement. The Contractor must measure all observed “pits” within each tank listed in Table 1, using a Contractor supplied ‘Pit Gauge’. For bidding purposes, assume 100 pit measurements per tank.

The results of these measurements must be included in the inspection report, showing where pit measurements were taken and the depth of the pit.

14 (Rev-2)

3.9 Ultrasonic thickness (UT) measurement. The Contractor must take UT measurements in the surrounding area of any pit measuring greater than 25% of plate thickness. UT measurements must be taken in the four quadrants at an equal-distant radius from the pit center until full plate thickness is measured.