S06 523-17-008 BID DRAWINGS.pdf

PDF 3 MB Posted Nov 16, 2023

Attached to: Z2DA--523-17-008 Boiler Plant AST Containment
Solicitation number: 36C24124B0015
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes bid drawings and general notes for a federal contract opportunity to repair the coating system on an aboveground storage tank containment area at the Jamaica Plain VA Medical Center in Massachusetts.

The contract involves repairing delaminated and cracked areas of an existing coating system on concrete surfaces within the AST containment area, as identified on the deficiency schedule. This will require demolishing the existing coating and reapplying a matching coating system manufactured by Dur-A-Flex. The contractor must also recoat any corroded steel components, such as fuel oil transfer piping, weatherproof boxes, manway covers, and vent piping. The bid drawings provide existing conditions plans, repair plans, and general notes specifying the contractor's responsibilities for inspection, permitting, safety, and coordinating work with the VA contracting officer's representative.

The related federal contract opportunity is solicitation number 36C24124B0015 for the Boiler Plant AST Containment project numbered 523-17-008 at the Jamaica Plain VAMC. The document package provides relevant details on the products and services required to bid on this contract for repairing the aboveground storage tank containment area coating system.

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Other files

File	Type	Posted
S06 Bid Opening Conference Line 36C24124B0015.docx	DOCX document	Dec 13, 2023
36C24124B0015 0005.docx	DOCX document	Dec 13, 2023
S06 WD MA20230001 12.08.2023.pdf	PDF	Dec 13, 2023
S06 SOW 523-17-008 Boiler Plant AST Containment.docx	DOCX document	Dec 13, 2023
S06 RFI Question and Answers - Boiler Plant AST Containment.docx	DOCX document	Dec 13, 2023
36C24124B0015 0004.docx	DOCX document	Nov 29, 2023
S06 Site Visit Sign In Sheet 11.28.2023.pdf	PDF	Nov 29, 2023
36C24124B0015 0003.docx	DOCX document	Nov 17, 2023
36C24124B0015 0002.docx	DOCX document	Nov 17, 2023
S06 523-17-008 BID SPECIFICATIONS.pdf	PDF	Nov 16, 2023
S06 523-17-008 SOW Boiler Plant AST Containment.docx	DOCX document	Nov 16, 2023
36C24124B0015 0001.docx	DOCX document	Nov 16, 2023
S02 Drawings 523-24-005.pdf	PDF	Nov 15, 2023
S02 SOW 523-24-005.docx	DOCX document	Nov 15, 2023
S02 Specifications 523-24-005.pdf	PDF	Nov 15, 2023
S02 WD MA20230001 10.20.2023.pdf	PDF	Nov 15, 2023
36C24124B0015_1.docx	DOCX document	Nov 15, 2023

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DWG # DRAWING TITLE

G-001 TITLE SHEET

EXISTING CONDITIONS PLAN

AST CONTAINMENT COATING SYSTEM REPAIRS

CORROSION AND PAINT REPAIR PLAN

DETAILS

C-001

C-101

C-102

C-501

PREPARED BY:

PRINCIPAL, MABBETT & ASSOCIATES

PROJECT MANAGER, MABBETT & ASSOCIATES

DATE

05/31/18

05/31/18100% SUBMITTAL - BID (FINAL) DOCUMENTS

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

Mabbett

NITROGEN AST

1. ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL STATE,

NATIONAL AND OTHER CODES AND ORDINANCES WHICH APPLY TO THIS

PROJECT.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT AND

DISCREPANCIES TO THE COR. THE CONTRACTOR SHALL PROCEED WITH

THE WORK ONLY AFTER THE DISCREPANCIES HAVE BEEN RESOLVED BY

THE COR.

IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL AND

CONDITION. CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO

COMPLETE THE PROJECT BASED ON ALL THE INFORMATION PROVIDED

AND INFORMATION OBTAINED DURING A THOROUGH SITE VISIT PRIOR TO

SUBMISSION OF BID.

3. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING

SYSTEMS AND SURFACES TO REMAIN. ALL DAMAGE RESULTING FROM

THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS

APPROVED BY THE COR AT NO ADDITIONAL COST TO THE OWNER.

4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS AS REQUIRED TO

CONTROL DUST AND NOT DISRUPT HOSPITAL OPERATIONS.

THE CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION AND

FINISHES THAT ARE TO REMAIN. THE CONTRACTOR SHALL PATCH AND

REPAIR ALL WALL FINISHES WITH SIMILAR MATERIALS AND FINISHES AT

AREAS DISTURBED.

5. THE CONTRACTOR SHALL PROVIDE BARRICADES AT ALL WORK AREAS TO

PREVENT PERSONNEL FROM ENTERING AREAS OF WORK.

6. ALL DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE.

7. THE CONTRACTOR SHALL COORDINATE THE TIMING AND SEQUENCE OF

THE WORK WITH THE COR.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND

DISPOSAL OF ALL DEMOLITION MATERIALS.

9. COORDINATE CLEANING OF THE WORK AREA WITH ALL APPLICABLE CITY,

STATE AND FEDERAL REGULATIONS.

10.EXECUTE WORK IN A CAREFUL AND ORDERLY MANNER WITH LEAST

POSSIBLE DISTURBANCE TO THE PUBLIC AND OTHER OCCUPANTS OF THE

BUILDING.

11."PROVIDE" MEANS FURNISH AND INSTALL:

12.REFERENCE THE SPECIFICATION FOR ADDITIONAL INFORMATION.

13.THE CONTRACTOR AND ALL TRADES SHALL NOTE REQUIREMENTS OF

GENERAL NOTES HERE AS WELL AS NOTES ON ALL OTHER SHEETS.

14.REFER TO ALL CONSTRUCTION DOCUMENTS FOR REQUIREMENTS WHICH

MAY AFFECT THE WORK IN ANOTHER DISCIPLINE AND COORDINATE THE

WORK.

15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

MATERIALS (UNLESS NOTED OTHERWISE) AND WORKMANSHIP IN

ACCORDANCE WITH FEDERAL, STATE, CITY AND LOCAL BUILDING CODES

AND THEIR REQUIREMENTS. ANY DISCREPANCIES OR INCONSISTENCIES

BETWEEN THE CODE AND THE CONSTRUCTION DOCUMENTS SHALL BE

BROUGHT TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING WITH

ANY ASSOCIATED WORK.

16.WHERE DRAWINGS DO NOT ADDRESS INSTALLATION METHODOLOGY, THE

CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE

WITH THE MANUFACTURER'S SPECIFICATIONS, AND INDUSTRY

STANDARDS.

17. ALL MATERIALS TO BE ASBESTOS-FREE AND UREA FORMALDEHYDE-FREE.

18.THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) AND SAFETY REQUIREMENTS IDENTIFIED IN THE

SPECIFICATIONS SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES. ALL

CONTRACTORS SHALL BE RESPONSIBLE FOR THE HEALTH AND SAFETY

OF THEIR EMPLOYEES WHILE WORKING ON THE SITE. ALL EMPLOYEES

SHALL BE FAMILIER WITH THE ACCIDENT PREVENTION PLAN (APP) AND

THE ACTIVITY HAZARD ANALYSIS (AHA)FOR THEIR SPECIFIC SCOPE OF

WORK.

19.THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION WORKERS HAVE

THE PROPER PERSONAL PROTECTIVE EQUIPMENT FOR THEIR SCOPE OF

WORK. AT A MINIMUM, ALL CONSTRUCTION WORKERS MUST WEAR

SAFETY VESTS, HARD HATS, SAFETY GLASSES, STEEL-TOE BOOTS AND

LONG PANTS AT ALL TIMES

ENGINEERING DESIGN, PERMITTING & ENVIRONMENTAL SERVICES

111 Summer Street Scituate, MA 02066

AutoCAD SHX Text

JAMAICA PLAIN CAMPUS MAP

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BUILDING 1

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HEATH STREET

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SOUTH HUNTINGTON AVE

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ACA ADDITION

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BUILDING 2

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GARAGE

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BLDG. 5

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BLDG. 7

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BLDG. 4

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BLDG. 1A

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BLDG. 1B

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NORTH

AutoCAD SHX Text U.S. DEPARTMENT OF VETERANS AFFAIRS A/E BOILER PLANT AST CONTAINMENT PROJECT NO. 523-17-008 JAMAICA PLAIN, MASSACHUSETTS

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BUILDING 5 - KEY PLAN

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%%UGENERAL NOTES:

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BLDG. 5

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BLDG. 4

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BLDG. 5 DIESEL AST AREA

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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SEAL

AutoCAD SHX Text Description:

AutoCAD SHX Text 523-17-008

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VAMC

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JAMAICA PLAIN

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A/E BOILER PLANT AST

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CONTAINMENT

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TITLE SHEET

AutoCAD SHX Text G-001

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DJA

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DAM

AutoCAD SHX Text 05/31/2018

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VAPAHCS PLANNING AND ENGINEERING

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BUILDING 1

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GARAGE

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BLDG. 1A

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BLDG. 1B

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PLAN NORTH

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BUILDING 1A - KEY PLAN

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PLAN NORTH

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WEB ENGINEERING ASSOCIATES, INC.

100% SUBMITTAL - BID (FINAL) DOCUMENTS

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

Mabbett

1. REFER TO G-001 FOR PROJECT DESCRIPTION AND GENERAL NOTES.

NOT IN CONTRACT

@ AT

Ø DIAMETER

# NUMBER

± PLUS.MINUS

AFF ABOVE FINISHED FLOOR

APPROX. APPROXIMATE

AST ABOVEGROUND STORAGE TANK

BOT BOTTOM

BS BOTH SIDES

CI CAST IRON

CL CENTER LINE

CLF CHAIN LINK FENCE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CSP CONCRETE SURFACE PROFILE

DN DOWN

DWG DRAWING

EXIST EXISTING

FT FEET

FOS FUEL OIL SUPPLY

FOR FUEL OIL RETURN

FOT FUEL OIL TRANSFER

GAL GALLON

GC GENERAL CONTRACTOR

ICRA INFECTION CONTROL RISK ASSESSMENT

ISLM INTERIM LIFE SAFETY MEASURES

L ANGLE

MANUF MANUFACTURER

MATL MATERIAL

MISC MISCELLANEOUS

MTL METAL

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

REF REFERENCE

SF SQUARE FEET

SST STAINLESS STEEL

STL STEEL

TBD TO BE DETERMINED

THRU THROUGH

TYP TYPICAL

VAMC VETERANS AFFAIRS MEDICAL CENTER

W/ WITH

SHT

INDICATES DETAIL LETTER AND NUMBER

INDICATES SHEET WHERE DETAIL IS SHOWN

KEYED NOTE, "X" INDICATES NUMBER

2" FUEL OIL SUPPLY

4" VENT

4" FUEL OIL TRANSFER

FUEL OIL RETURN

EXISTING AST COATING DELAMINATION AREA

ENGINEERING DESIGN, PERMITTING & ENVIRONMENTAL SERVICES

111 Summer Street Scituate, MA 02066

AutoCAD SHX Text

GRASS

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CONTROL ROOM

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BOILER 2

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BOILER 3

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

SEAL

AutoCAD SHX Text Description:

AutoCAD SHX Text 523-17-008

AutoCAD SHX Text

VAMC

AutoCAD SHX Text

JAMAICA PLAIN

AutoCAD SHX Text

A/E BOILER PLANT

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AST CONTAINMENT

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EXISTING CONDITIONS PLAN

AutoCAD SHX Text C-001

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DJA

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DAM

AutoCAD SHX Text 05/31/2018

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VAPAHCS PLANNING AND ENGINEERING

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20 GALLON, LOCKABLE, WEATHERPROOF SPILL CONTAINMENT BOX

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UNDERGROUND SERVICE TUNNEL

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CROSSOVER STAIRWAY FOR ACCESS TO CONTAINMENT DIKE AREA.

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3-FOOT HIGH CONCRETE CONTAINMENT DIKE WALL.

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20 GALLON, LOCKABLE, WEATHERPROOF SPILL CONTAINMENT BOX

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18" LOOSEBOLT MANWAY (PRIMARY EMERGENCY VENT - TYP OF 2)

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24" MANWAY (TYP OF 2)

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10" VC STORM DRAIN

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INTERSTITIAL SPACE LEAK SENSOR (TYP OF 2)

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TANK LEVEL PROBE (TYP OF 2)

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4" VENT

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CATWALK

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SHIPS LADDER

AutoCAD SHX Text DOGHOUSE MANHOLE RIM: EXISTING GRADE INVERT IN A: EXISTING INVERT IN B: 69.34' INVERT OUT C: EXISTING

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

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CATCH BASIN RIM:73.50 INVERT OUT:69.50

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ADJUSTABLE INDICATOR POST AND GATE VALVE

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STORMWATER CATCH BASIN (DRAINS TO MUDDY RIVER)

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BOLLARD (TYP.)

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LIQUID OXYGEN ENCLOSED AREA

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BOILER PLANT (BUILDING 5)

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30' SETBACK TO PROPERTY LINE PER CODE

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4' CONC. WALL

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15' HIGH CONCRETE WALL

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GRASS

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8' CLF

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WALK

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CONC.

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SLATE

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BRICK WALL

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CONC. RAMP

AutoCAD SHX Text TWO 40,000 GAL DOUBLE WALL UL-142 ABOVE GROUND STORAGE TANKS, PIPING AND APPURTENANCES.

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REINFORCED CONCRETE FOUNDATION

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30" TIGHT BOLT MANWAY AND LADDER (TYP OF 2)

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10" 150 # R.F.S.O. FLANGE (SECONDARY EMERGENCY VENT - TYP OF 2)

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REINFORCED CONCRETE FOUNDATION & PIER

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FOR

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1 1/2" FOR (TYP)

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2" FOS (TYP)

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4" FOT (TYP)

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4" FOT (TYP)

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PIPE SUPPORT BRACING

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PIPE SUPPORT BRACING

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FOT

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FOT

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FOT

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FOS

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FOS

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FOS

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6-FT HIGH CHAIN LINK FENCE

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CATCH BASIN PUMP-OUT CONNECTION

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BOLLARDS

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6" DICL PIPE @ S=.02

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3.5 GALLON SPILL CONTAINER FOR MANUAL TANK GUAGING (TYP OF 2)

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PLAN NORTH

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%%UGENERAL NOTES:

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%%USYMBOLS LEGEND

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%%UABBREVIATIONS

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FOR

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FOS

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%%UPIPING SYMBOLS AND ABBREVIATIONS

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FOT

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1 INCH= FEET

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GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

Mabbett

1. REFER TO G-001 FOR PROJECT DESCRIPTION AND GENERAL

NOTES.

2. REFER TO C-001 FOR LEGEND AND ABBREVIATIONS.

3. THE AST CONTAINMENT AREA CONCRETE SURFACES ARE

PROTECTED BY A COATING SYSTEM MANUFACTURED BY

DUR-A-FLEX OF EAST HARTFORD, CT. THE EXISTING COATING

SYSTEM IS

· HYBRI-FLEX MB

4. THE CONTRACTOR SHALL REPAIR THE COATING SYSTEM AT ALL

AREAS WHERE THE COATING SYSTEM HAS CRACKED OR

DELAMINATED. REFER TO SCHEDULE OF DEFICIENCIES SHOWN ON

THIS SHEET.

5. THE CONTRACTOR SHALL COORDINATE INSPECTION BY VA COR

AFTER DEMOLITION OF EXISTING COATING SYSTEM AND PRIOR TO

INSTALLATION OF APPROVED COATING SYSTEM.

6. THE CONTRACTOR SHALL INSTALL THE APPROVED COATING

SYSTEM TO MATCH THE COLOR AND TEXTURE OF THE EXISTING

COATING SYSTEM.

ENGINEERING DESIGN, PERMITTING & ENVIRONMENTAL SERVICES

111 Summer Street Scituate, MA 02066

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONTROL ROOM

AutoCAD SHX Text

BOILER 2

AutoCAD SHX Text

BOILER 3

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

SEAL

AutoCAD SHX Text Description:

AutoCAD SHX Text 523-17-008

AutoCAD SHX Text

VAMC

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JAMAICA PLAIN

AutoCAD SHX Text

A/E BOILER PLANT

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AST CONTAINMENT

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AST CONTAINMENT COATING

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SYSTEM REPAIRS

AutoCAD SHX Text C-101

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DJA

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DAM

AutoCAD SHX Text 05/31/2018

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VAPAHCS PLANNING AND ENGINEERING

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NF1 (130 SF)

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F2 (120 SF)

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NF2 (175 SF)

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NF12 (3 SF)

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F5 (25 SF)

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NF10 (45 SF)

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NF9 (3 SF)

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NF13 (3 SF)

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F12 (16 SF)

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SHIPS LADDER

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LIQUID OXYGEN ENCLOSED AREA

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BOILER PLANT (BUILDING 5)

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15' HIGH CONCRETE WALL

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GRASS

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WALK

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CONC.

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BRICK WALL

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CONC. RAMP

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TWO 40,000 GAL DOUBLE WALL ABOVE GROUND STORAGE TANKS.

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REINFORCED CONCRETE FOUNDATION

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BOLLARD (TYP.)

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3-FOOT HIGH CONCRETE CONTAINMENT DIKE WALL

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6-FT HIGH CHAIN LINK FENCE

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NW14 (15 SF)

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NW2

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NW4 (10 SF)

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NW5

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NW3

AutoCAD SHX Text W4

AutoCAD SHX Text W5

AutoCAD SHX Text W6

AutoCAD SHX Text W9

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NW15

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PLAN NORTH

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1 INCH= FEET

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GRAPHIC SCALE

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AutoCAD SHX Text 2.5

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%%UGENERAL NOTES:

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%%UKEY NOTES:

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NF6 (2 SF)

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NW7

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NW9

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NW10

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NF15 (4 SF)

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NF11 (3 SF)

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NW13

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

Mabbett

1. REFER TO G-001 FOR PROJECT DESCRIPTION AND GENERAL NOTES.

2. REFER TO C-001 FOR LEGEND AND ABBREVIATIONS.

3. REPAINT/RECOAT ONLY STEEL COMPONENTS WITHIN THE AST

CONTAINMENT AREA THAT ARE SHOWING SIGNS OF CORROSION THIS

INCLUDES BUT ARE NOT LIMITED TO:

· FUEL OIL TRANSFER (FOT) PIPING/FLANGES/PIPE SUPPORTS

4-INCH DIAMETER; - EST 120 LINEAR FEET.

· FOT WEATHERPROOF SPILL CONTAINMENT BOX;

· FUEL OIL SUPPLY (FOS) PIPING/FLANGES - 2-INCH DIAMETER;

- EST 140 LINEAR FEET.

· FUEL OIL RETURN (FOR) PIPING/FLANGES - 1

-INCH DIAMETER;

- EST 140 LINEAR FEET.

· AST MANWAY COVERS ETC. - 30, 24, 18-INCH;

· AST VENT PIPING/FLANGES - 4-INCH DIAMETER;

· AST LEAK DETECTION PORTS AND SPARE OPENINGS;

· AST DOUBLE WALL TANKS; <10% TOTAL SURFACE AREA.

· AST SUPPORT SADDLES.

4. REPAINT/RECOAT AS PER SPECIFICATION 09 91 00 PAINTING

· PREPARE SURFACE TO BE COATED AS PER SPECIFICATIONS

INCLUDING, AS NECESSARY, HAND WIRE BRUSHING STEEL

SURFACES AND/OR POWER WIRE BRUSHING TO WHITE METAL.

· APPLY APPROVED PRIMER.

· APPLY TWO COATS OF APPROVED ALKYD SEMI-GLOSS WHITE

PAINT.

5. REFER TO C-501 FOR NEW TANK LABELING REQUIREMENTS.

ENGINEERING DESIGN, PERMITTING & ENVIRONMENTAL SERVICES

111 Summer Street Scituate, MA 02066

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONTROL ROOM

AutoCAD SHX Text

BOILER 2

AutoCAD SHX Text

BOILER 3

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

SEAL

AutoCAD SHX Text Description:

AutoCAD SHX Text 523-17-008

AutoCAD SHX Text

VAMC

AutoCAD SHX Text

JAMAICA PLAIN

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A/E BOILER PLANT

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AST CONTAINMENT

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CORROSION AND PAINT

AutoCAD SHX Text

REPAIR PLAN

AutoCAD SHX Text C-102

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DAM

AutoCAD SHX Text 05/31/2018

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

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20 GALLON, LOCKABLE, WEATHERPROOF SPILL CONTAINMENT BOX

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20 GALLON, LOCKABLE, WEATHERPROOF SPILL CONTAINMENT BOX

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18" LOOSEBOLT MANWAY (PRIMARY EMERGENCY VENT - TYP OF 2)

AutoCAD SHX Text

24" MANWAY (TYP OF 2)

AutoCAD SHX Text

INTERSTITIAL SPACE LEAK SENSOR (TYP OF 2)

AutoCAD SHX Text

TANK LEVEL PROBE (TYP OF 2)

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4" VENT

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CATWALK

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SHIPS LADDER

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

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STORMWATER CATCH BASIN (DRAINS TO MUDDY RIVER)

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LIQUID OXYGEN ENCLOSED AREA

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BOILER PLANT (BUILDING 5)

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4' CONC. WALL

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15' HIGH CONCRETE WALL

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GRASS

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8' CLF

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WALK

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CONC.

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SLATE

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BRICK WALL

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CONC. RAMP

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TWO 40,000 GAL DOUBLE WALL ABOVE GROUND STORAGE TANKS.

AutoCAD SHX Text

REINFORCED CONCRETE FOUNDATION

AutoCAD SHX Text

30" TIGHT BOLT MANWAY (TYP OF 2)

AutoCAD SHX Text

10" 150 # R.F.S.O. FLANGE (SECONDARY EMERGENCY VENT - TYP OF 2)

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FOR

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1 1/2" FOR (TYP)

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2" FOS (TYP)

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4" FOT (TYP)

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4" FOT (TYP)

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PIPE SUPPORT BRACING

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PIPE SUPPORT BRACING

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FOT

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FOT

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FOT

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FOS

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FOS

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FOS

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BOLLARDS

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3.5 GALLON SPILL CONTAINER

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PLAN NORTH

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%%UGENERAL NOTES:

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1 INCH= FEET

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GRAPHIC SCALE

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AutoCAD SHX Text 2.5

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0 0

100% SUBMITTAL - BID (FINAL) DOCUMENTS

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

Mabbett

1. REFER TO G-001 FOR PROJECT DESCRIPTION AND GENERAL NOTES.

2. REFER TO C-001 FOR LEGEND AND ABBREVIATIONS.

TYP. NITROGEN AST STRUCTURAL

SUPPORT STEEL BASE PLATE

TYP. NITROGEN AST STRUCTURAL

SUPPORT STEEL BASE PLATE

TYP. NITROGEN AST STRUCTURAL

SUPPORT STEEL BASE PLATE

STEEL BASE

PLATE GROUT TO BE

REMOVED

GROUT TO BE

REMOVED

STEEL BASE

PLATE

STEEL BASE

PLATE

GROUT TO BE

REMOVED

TANKS # 1 & 2

NORTH END ELEVATION

TANK BOILER ROOM SIDE ELEVATION

NFPA LABEL,

(SEE TANK LABELS, NOTE 1)

TANK NORTH END ELEVATION

1. REPAINT/RECOAT AS PER SPECIFICATION 09 91 00 PAINTING, ALL

EXPOSED STEEL BASE PLATES THAT ARE SHOWING SIGNS OF

CORROSION.

2. UNDER THE BOTTOM SUPPORT STEEL BASE PLATES REMOVE LOOSE

MATERIAL.

3. WET THE CONCRETE SUPPORT SURFACE FOR 24-HOURS.

4. REMOVE ALL FREE WATER TO A SATURATE, SURFACE DRY (SSD)

CONDITION.

5. INSTALL APPROVED, NON-SHRINK, NON-METALIC AND CEMENT BASED

GROUT (DURAGROUT MANUFACTURED BY L&M CONSTRUCTION

CHEMICALS OR APPROVED EQUAL) IN ACCORDANCE WITH

MANUFACTURES RECOMMENDED PROCEDURES. DO NOT APPLY

GROUT ABOVE THE BOTTOM OF THE STEEL BASE PLATE.

6. FINISH AT A 45 DEGREE ANGLE.

7. APPLY A LIQUID MEMBRANE CURING COMPOUND IN ACCORDANCE

WITH MANUFACTURES RECOMMENDATIONS.

1. PROVIDE A 15-INCH NFPA, MINIMUM, DIAMOND LABEL AT THE END OF

EACH TANK AND ON THE SIDE FACING THE BOILER ROOM. LABELS

SHALL BE PLACED ALONG THE CENTERLINE OF THE TANK AND END

BELL.

· BLUE = 0

· RED = 2

· YELLOW = 0

· WHITE = BLANK

2. CONTRACTOR SHALL SUBMIT LABEL PRODUCT INFORMATION

INCLUDING MANUFACTURER'S LITERATURE, SIZE AND

SPECIFICATIONS FOR APPROVAL BY THE VA COR.

3. ACTUAL LOCATION OF THE LABELS ON THE TANKS SHALL BE

COORDINATED WITH THE VA COR.

NFPA LABEL,

(SEE TANK LABELS, NOTE 1)

NFPA LABEL,

(SEE TANK LABELS, NOTE 1)

ENGINEERING DESIGN, PERMITTING & ENVIRONMENTAL SERVICES

111 Summer Street Scituate, MA 02066

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

SEAL

AutoCAD SHX Text Description:

AutoCAD SHX Text 523-17-008

AutoCAD SHX Text

VAMC

AutoCAD SHX Text

JAMAICA PLAIN

AutoCAD SHX Text

A/E BOILER PLANT

AutoCAD SHX Text

AST CONTAINMENT

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text C-501

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DAM

AutoCAD SHX Text 05/31/2018

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text

%%UGENERAL NOTES:

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

1 INCH= FEET

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

1 INCH= FEET

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

%%UGENERAL NOTES - NITROGEN AST WORK:

AutoCAD SHX Text

%%UGENERAL NOTES - TANK LABELS:

Sheets and Views

G-001

C-001 Existing Condition Plan-C-001.pdf

Sheets and Views

C-001

C-101 AST Containment Coating System Repairs-C-101.pdf

Sheets and Views

C-101

C-102 Corrosion Painting Repairs Plan-C-102.pdf

Sheets and Views

C-102

C-501 Details-C-501.pdf

Sheets and Views

C-501

File details come from the government source that posted it. Updated Nov 16, 2023.