558 TANK DWGS SIGNED RED LINE.pdf
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- Attached to
- THIS SOLICITATION HAS BEEN SUSPENDED AS OF 6/1/2026 - Reline Fire Water Storage Tank 558
- Solicitation number
- N4008526R0021
About this file
These are engineering drawings and specifications for the 558 Reline Tank project at Naval Weapons Station Earle under the Naval Facilities Engineering Command (NAVFAC) Mid-Atlantic. The project is managed by the Public Works Department Facilities Engineering and Acquisition Division.
The work scope involves repainting the interior and exterior of an existing 300,000-gallon fire water storage tank (Tank 558). Key tasks include removing existing paint from interior and exterior surfaces, retaining the tank structure, repainting with specification-compliant coatings, and repairing the cathodic protection system. The contractor must perform all incidental work related to repainting, provide a complete and detailed paint schedule, test the cathodic protection system before water is put back into service to ensure proper functionality, and fill the interior surfaces and repainting difficulties to code properly. Additional requirements include coordinating utility markouts with NAVFAC, providing two weeks' written notice of mobilization, cleaning vehicles before leaving the site, and protecting existing features from damage. The contractor is responsible for storing anodes while the tank is being painted; if anodes are damaged during the work, the government will drain the water from the tank. The government will cover water costs, and any water remaining in the tank after completion should be drained approximately 4 inches above the bottom of the tank, with remaining water removed by the contractor. The drawing set includes site plan (S-201), mechanical plans and sections (F-501), and system details (F-502).
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VICINITY MAP SYMBOLS LEGEND GENERAL NOTES
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
NAVAL WEAPONS STATION EARLE, PUBLIC WORKS DEPARTMENT
FACILITIES ENGINEERING AND ACQUISITION DIVISION
ABBREVIATIONSLOCATION MAP
B2 DETAIL OR SECTION TITLE
SUMMARY OF WORK
LIST OF DRAWINGS
558 RELINE TANK
SHEET NO. NAVFAC DWG.
NO.
TITLE
CS-001 TITLE SHEET
12886141
12886139
12886138
12886140
S-201
F-501
F-502
AS BUILT TANK ELEVATIONS - PLANS - DETAILS
AS BUILT EXISTING WATER TANK 558 SITE PLAN
AS BUILT MECHANICAL PLANS & SECTIONS
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FEAD
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PWD EARLE - COLTS NECK, NJ
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DM
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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TITLE SHEET
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AS
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DM
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TBD
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AS NOTED
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DEPARTMENT OF THE NAVY
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 31 JANUARY 2017
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.:
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NAVAL WEAPONS STATION EARLE
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COLTS NECK, NEW JERSEY
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N40085- TBD
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FEAD PM&E BRANCH
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TBD
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AS/DM
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DM
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WORK SITE
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SHEET ON WHICH DETAIL, SECTION, OR ELEVATION IS DRAWN
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SHADED ARROW SIGNIFIES A SECTION CUT OR EXTERIOR ELEVATION.
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1. ALL WORK MUST BE NEW UON. ALL WORK SHALL BE ALL WORK MUST BE NEW UON. ALL WORK SHALL BE COMPLETED IAW THE CONTRACT DOCUMENTS, DRAWINGS, AND SPECIFICATIONS. 2. VERIFY ALL FIELD DIMENSIONS AND CONDITIONS PRIOR TO VERIFY ALL FIELD DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH ANY CONTRACT WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IMMEDIATELY IN WRITING. 3. PROTECT ALL EXISTING FEATURES TO REMAIN. DAMAGE DONE TO PROTECT ALL EXISTING FEATURES TO REMAIN. DAMAGE DONE TO EXISTING FEATURES TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. VEHICLES SHALL BE CLEANED SUFFICIENTLY PRIOR TO LEAVING VEHICLES SHALL BE CLEANED SUFFICIENTLY PRIOR TO LEAVING THE WORK SITE SO AS TO NOT SPREAD DIRT OR DEBRIS ONTO ROADS, CREATE A ROADWAY NUISANCE OR HAZARD. 5. KEEP AND MAINTAIN THE PROJECT SITE IN A CLEAN CONDITION, KEEP AND MAINTAIN THE PROJECT SITE IN A CLEAN CONDITION, FREE OF DEBRIS AND TRASH ON A DAILY BASIS. 6. PROVIDE 2-WEEKS WRITTEN NOTICE OF MOBILIZATION DATE TO PROVIDE 2-WEEKS WRITTEN NOTICE OF MOBILIZATION DATE TO NAVFAC CM AND ET. 7. CONTRACTOR WILL COORDINATE UTILITY MARKOUT WITH NAVFAC CONTRACTOR WILL COORDINATE UTILITY MARKOUT WITH NAVFAC ET. REQUEST UTILITY MARKOUT NO LESS THAN 2 WEEKS BEFORE PLANNED START TO DEMOLITION OR EXCAVATION.
AutoCAD SHX Text CONC CONCRETE CONCRETE CM CONSTRUCTION CONSTRUCTION MANAGER DEPT DEPARTMENT DEPARTMENT or DIA DIAMETER DWGS DRAWINGS DRAWINGS ET ENGINEERING ENGINEERING TECHNICIAN EXIST EXISTING EXISTING FED FEDERAL FEDERAL IAW IN ACCORDANCE WITH IN ACCORDANCE WITH KTR CONTRACTOR CONTRACTOR LOD LIMIT OF LIMIT OF DISTURBANCE MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NAVFAC NAVAL FACILITIES NAVAL FACILITIES ENGINEERING COMMAND NJDEP NEW JERSEY DEPT NEW JERSEY DEPT OF ENVIRONMENTAL PROTECTION NJDOT NEW JERSEY DEPT NEW JERSEY DEPT OF TRANSPORTATION NMC NAVAL MUNITIONS NAVAL MUNITIONS COMMAND OTM OTHER TRACK OTHER TRACK MATERIAL OC ON CENTER ON CENTER PSI POUNDS PER SQ IN POUNDS PER SQ IN PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RCA RECYCLED CONCRETE RECYCLED CONCRETE AGGREGATE REINF REINFORCING,-MENT REINFORCING,-MENT REQ'D REQUIRED REQUIRED SHT SHEET SHEET SPEC SPECIFICATION SPECIFICATION TYP TYPICAL TYPICAL UON UNLESS OTHERWISE UNLESS OTHERWISE NOTED
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PROJECT SITE
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ATLANTIC OCEAN
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AutoCAD SHX Text RE-PAINTING THE INTERIOR AND EXTERIOR OF TANK 558 PER THE CONTRACT SPECIFICATIONS. NO OTHER WORK RELATED TO TANK 558 SHALL BE PERFORMED. SEE NAVFAC'S EXWC REPORT FOR TANK 558 COLTS NECK NJ, DATED JUNE 2021, APPENDIX C, STRUCTURAL DATA, PAGE C1-1, FOR THICKNESS OF THE TANK 558'S STEEL ROOF, WALLS AND FLOOR PLATES. THE EXWC REPORT AND EXISTING DRAWINGS ARE FOR REFERENCE ONLY. 1. REPAINT THE INTERIOR AND EXTERIOR OF THE EXISTING 300,000 GALLON FIRE WATER STORAGE TANK 558. THE WORK INCLUDES REMOVING REPAINT THE INTERIOR AND EXTERIOR OF THE EXISTING 300,000 GALLON FIRE WATER STORAGE TANK 558. THE WORK INCLUDES REMOVING ALL PAINT FROM THE INTERIOR AND EXTERIOR OF TANK 558 USING MEDIA BLASTING WITH FULL CONTAINMENT IN ACCORDANCE WITH SSPC 10 REQUIREMENTS, PREPARING THE WATER STORAGE TANK FOR A NEW THREE (3) COAT PAINT SYSTEM ON THE INTERIOR AND EXTERIOR SURFACES, AND REPAINTING THE INTERIOR AND EXTERIOR OF THE TANK IN ACCORDANCE WITH THE SPECIFICATIONS. EXPOSED STEEL SURFACES SHALL HAVE A SURFACE PROFILE THAT IS APPROPRIATE FOR THE SPECIFIC PRIME PAINT COAT AND COATING SYSTEM IN ACCORDANCE WITH THE COATING MANUFACTURER'S SPECIFICATIONS. 2. THE CONTRACTOR WILL PERFORM ALL INCIDENTAL WORK RELATED TO REPAINTING SCOPE FOR TANK 558 TO PROVIDE A COMPLETE AND THE CONTRACTOR WILL PERFORM ALL INCIDENTAL WORK RELATED TO REPAINTING SCOPE FOR TANK 558 TO PROVIDE A COMPLETE AND USABLE PAINT COATING SYSTEM. 3. THE GOVERNMENT WILL BE RESPONSIBLE FOR DRAINING THE WATER FROM TANK 558, REMOVING THE CATHODIC PROTECTION SYSTEM AND THE GOVERNMENT WILL BE RESPONSIBLE FOR DRAINING THE WATER FROM TANK 558, REMOVING THE CATHODIC PROTECTION SYSTEM AND THE WATER LEVEL FLOAT SYSTEM. AFTER ALL WORK RELATED TO THE PAINTING CONTRACT IS COMPLETED THE GOVERNMENT WILL REINSTALL THE WATER FLOAT SYSTEM, THE CATHODIC PROTECTION SYSTEM, AND REFILL TANK 558 WITH WATER. 4. ALL USED MEDIA BLAST MATERIAL AND PAINT DEBRIS RESULTING FROM MEDIA BLASTING WILL BE GATHERED, HANDLED AND DISPOSED OF AS ALL USED MEDIA BLAST MATERIAL AND PAINT DEBRIS RESULTING FROM MEDIA BLASTING WILL BE GATHERED, HANDLED AND DISPOSED OF AS CONTAMINATED WASTE AND REMOVED FROM NAVAL WEAPONS STATION EARLE BY THE CONTRACTOR .
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5. The Government will drain the water from the tank. Any water that remain due the drain being approximately 4 inches above the bottom of the floor shall be removed by the contractor.
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SUMMARY OF WORK.
3. THE CONTRACTOR SHALL TEST THE CATHODIC PROTECTION SYSTEM BEFORE THE WATER IN THE TANK IS DRAINED AND BEFORE THE REMOVAL OF THE CATHODIC PROTECTION SYSTEM TO ENSURE THE SYSTEM IS WORKING PROPERLY. THE TEST SHALL BE IN ACCORDANCE WITH NACE PUBLICATION SP0193-2016 ATTACHMENT 1 ARE THE TEST RESULT FROM 2019. IF THE SYSTEM IS NOT WORKING PROPERLY., THE CONTRACTOR SHALL INFORM THE GOVERNMENT AND SHOW THE GOVT. THE SYSTEM IS NOT WORKING PROPERLY. wHEN THE TANK IS PUT BACK ON LINE THE CONTRACTOR SHALL TEST THE CATHODIC PROTECTION SYSTEM TO ENSURE THE SYSTEM IS WORKING PROPERLY. IF THE SYSTEM IS NOT WORKING PROPERLY THE CONTRACTOR SHALL FIX THE CATHODIC PROTECTION SYSTEM.
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6. THE CONTRACTOR SHALL REPLACE THE ROOF VENT WITH A CLOG-RESISTANT VENT THAT MEETS THE SPECIFICATION OF (AWWA D100-11 SEC 7.5)
7. THE EXISTING STUB OVERFLOW PIPE FROM THE SHELL IS TOO SMALL REPLACE THE EXISTING OVERFLOW PIPE WITH A NEW PIPE IN ACCORDANCE WITH SPECIFICATIONS (AWWA D100-11 SEC 7.3)
8. THE CONTRACTOR IS RESPONSIBLE FOR STORING THE ANODES WHILE THE TANK IS BEING PAINTED. IF THE ANODES ARE DAMAGED DURING THE REMOVAL, STORAGE OR INSTALLATION OF THE ANODE THE CONTRACTOR BE RESPONSIBLE TO REPLAC ETHE ANODES.
9. PIT WELDING AND PIT FILLING (INTERIOR SURFACES): AFTER INITIAL CLEANING, ALL PITTING WIHT ROUGH EDGES THAT WOULD MAKE THE PITTING DIFFICULT TO COAT PROPERLY SHOULD BE FILLED WITH A SOLVENTLESS EPOXY SEAM SEALER.
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| Sheets and Views |
| Title Sheet-G-001 |
| Title Sheet-S-201 |
| Title Sheet-F-501 |
| Title Sheet-F-502 |
File details come from the government source that posted it. Updated .