About this file

This document contains details for an upcoming federal construction contract opportunity and the associated technical specifications. The U.S. Army Corps of Engineers New England District will issue a solicitation to replace the fuel storage complex at the Quonset Point Rhode Island Air National Guard Station for an estimated amount between $5 million to $10 million. The project scope involves replacing the truck offload and fillstand positions, associated pumping and filtration equipment, construction of a new 600 GPM capacity pumphouse and control room, upgrades to the refueler parking area, and reusing existing storage tanks. The work will be solicited as a small business set-aside using best value tradeoff procedures. The NAICS code for the work is 236220. Construction will be phased to allow the existing system to operate until most of the new system is completed. Technical specifications provide plans and details for the new product recovery tank, electrical systems, and related infrastructure.

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US Army Corps of Engineers

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READY TO ADVERTISE (RTA)

PROFESSIONAL

G E O R G I A

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UG L A S P . E NG

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ENG I NE ER

REG ISTERED

No. 41840

ES507

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NOTES:

1. THE AREA AROUND THE PRODUCT RECOVERY TANK, PUMPS, ABOVE GROUND

PIPING, VENTS, AND CONTAINMENT CURB, SHALL BE CONSIDERED A CLASS 1

DIVISION 1, OR CLASS 1 DIVISION 2 HAZARDOUS LOCATION PER THE

REQUIREMENTS OF NEC ARTICLE 500 AND APPLICABLE UFC CRITERIA.

2. ALL HOMERUNS GO TO THE RESPECTIVE PANEL OR EQUIPMENT NOTED IN THE

PUMP SHELTER CONTROL ROOM.

3. FOR CONDUIT AND CONDUCTOR SCHEDULE, SEE SHEET EP603

PP2-16, 2#12, 1#12G

ATG-1

FTP-1

LD

WP-1

J

OV-1

30/3/(4X/8)

LADDER

DIA.

PULLBOX

NEMA 4X

POWER

PULL BOX

NEMA 4X

POWER

GENERAL NOTES:

1. PROVIDE A STEEL SUPPORT CONSTRUCTED OF TUBULAR STEEL (TS)

MINIMUM 2

" DIA x

" THICK USE WELDED CONSTRUCTION.

2. ALL CONDUITS ABOVE GRADE AND ALL ELBOWS BELOW GRADE SHALL

BE PVC COATED GALVANIZED RIGID STEEL.

3. LOCATE RACK A MINIMUM OF 10' FROM EDGE OF CONCRETE CURB,

PIPING, TANK, OR OTHER EQUIPMENT.

4. SEE STRUCTURAL PLANS AND SPECS FOR REQUIREMENTS OF

COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION.

1'-4"

M

I N

HYDRANT FUELS

EMERGENCY

SHUTDOWN

PULL BOX

NEMA 4X

CONTROLS

G G G G G G G G G G G G G G G G

G G

G G

G G

G G

G G

G G

GGGGGGGGGGGGGGGG

G G

G G

G G

G G

G G

G G

TO PCP (LEAK DETECTION), 4/C #14

TO PP2-14 (WP-1), 2#10, 1#10G

TO MCC (FTP-1), R8 PLUS 2#12 FOR

HEATER AND 4/C #14 FOR CONTROLS

TO PCP (OVERFILL VALVE), 10#12, 1#12G

TO PCP (FLOAT SWITCHES), 10#12, 1#12G

TO ATG (CONTROLS), 4/C #14

TO ATG (POWER), 2#12,1#12G

TO EFSO PANEL, 4#14

ATG

POWER

ATG

CONTROL

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C54

R40

C57

C58

R37

R39

C56

TYPICAL

FOUNDATION

SM/EP

PRODUCT RECOVERY TANK ELECTRICAL PLAN VIEW

SCALE: NTS

PRODUCT RECOVERY TANK CONTROL RACK ELEVATION

SCALE: NTS

CAP PLATE (TYP)

CONDUIT SEALS

AS REQUIRED

#2/0 BARE GROUND

WELDED TO RACK

#4/0 BARE GROUND TO

TANK GROUND RING

3/4"X10' COPPER CLAD

GROUND ROD

EPDS PUSHBUTTON AND

MARKING SIGN PER 8/ES501,

FRONT AND BACK

NEMA 4X JUNCTION

BOXES FOR ATG

PROVIDE A MINIMUM OF TWO

GROUND CONNECTIONS TO

TANK AND PLATFORM

LEAK

DETECTOR

WATER REMOVAL PUMP (WP-1) PROVIDE EXPLOSION

PROOF MOTOR RATED SWITCH WITH THE CAPABILITY

OF BEING LOCKED IN THE OFF POSITION, SEE 2/EP502

FOR ADDITIONAL INFORMATION ON SWITCH AND BOX.

EFSO

JUNCTION BOXES

CONTROL RACK PER 2/ES507,

LOCATE A MINIMUM OF 10' FROM

EDGE OF CONTAINMENT CURB,

SEE ES401 FOR LOCATION

TYPICAL CONDUIT SEAL

#4/0 BARE TINNED

COPPER GROUND TYP

GROUND CONNECTION TO

LADDER

OVERFILL VALVE LIMIT SWITCH

TANK PLATFORM

ATG/LEVEL INDICATORFLOAT SWITCHES

FUEL TRANSFER

PUMP (FTP-1)

TYPICAL BONDING CONDUCTOR

IS #2/0 BARE TINNED COPPER

FS

TYPICAL GROUND

CONNECTION TO ABOVE

GROUND PIPING, TYPICAL

OF 4 LOCATIONS

CONTINUE TO SITE

GROUND LOOP,

SEE DWG EG103

CONTINUE TO SITE

GROUND LOOP,

SEE DWG EG103

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Sheets and Views
ES507 PRODUCT RECOVERY TANK PLAN AND DETAIL

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