AMD 0004 - DWGS.amended.pdf

PDF 2 MB Posted Jul 28, 2021

Attached to: Beale AFB - Fuels Receipt Area and Storage Tank Solicitation
Solicitation number: W91238-21-R-0069
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a new jet fuel storage and transfer facility at Beale Air Force Base. The project includes building a new 10,000 barrel JP-8 storage tank, transfer pump house with 600 gallons per minute pumps and filter separators, and two tank truck off-loading stations capable of off-loading at 600 gallons per minute each. The new pump house will have pump and control rooms and allow for a 1,200 gallons per minute transfer flow rate. The facility will also provide filtration for off-loading receipt and fuel issue to the truck fill stand. The site visit is scheduled for July 7, 2021 from 1:00 pm to 3:00 pm. The estimated value of the contract is between $10,000,000 to $25,000,000.

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JP8-8"-CS

DEMOLISH

JP8-8"-CS FUEL PIPE

AND ELECTRICAL

CODUITS

OFF-LOAD

CONNECTION

DEMOLISH

DEMOLISH TANK

FOUNDATION

DEMOLISH CONCRETE

PAVEMENT AND CURB

DEMOLISH HOSE

RACK AND

ELECTRICAL POLE

DEMOLISH

CONCRETE LINER

DEMOLISH FIRE HYDRANT

DEMOLISH PAVILLION

DEMOLISH STAIRS

DEMOLISH

PIPES/SLEEVES

(TYP OF 4)

DEMOLISH STORM DRAIN

SAW CUT AT JOINT

DO NOT DISTURB

EXISTING TRENCH DRAIN

DEMOLISH WATER FEATURE

AND WOODEN PILES

D-403

FILLSTAND #3

DEMOLITION

D-402

OFF-LOAD EQUIPMENT

PAD DEMOLITION

D-402

TYPICAL OFF-LOAD

STATION DEMOLITION

D-401

PUMP SHELTER AND RECEIPT

FILTRATION DEMOLISH

D-901

DEMOLISH

EFSO STATION

DEMOLISH

EFSO STATION

DEMOLISH

PAVEMENT

GRAPHIC SCALE(S):

D E

M O

L I T

I O

I T

L A

D-101

R G

R T

H J D

C A

75'50'25'0'

1"=25'

PLAN

NORTH

SCALE: 1"=25'

DEMOLITION SITE PLAN

S O

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I O

F I L E

A M

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D E

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D E

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4 5

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A P

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SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

U M

B E

S I Z

S U

B M

I T

T E

P L O

C A

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D A

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C O

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C T

OMAHA DISTRICT

O M

A H

E B

R A

S K

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

m ai n

fa x

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

01 EXISTING 150 KW DIESEL GENERATOR IN

WEATHERPROOF ENCLOSURE AND WITH BASE

MOUNTED TANK. DEMOLISH AND REMOVE

GENERATOR ASSEMBLY AND ABANDON THE

CONCRETE SLAB IN PLACE.

02 REMOVE CONDUIT AND WIRING RUN ALONG DIKE

WALL.

03 DEMOLISH CONCRETE CONTAINMENT PAD.

04 DEMOLISH CONCRETE PAVEMENT & LINER.

05 DEMOLISH THE FUEL PIPELINE AND THE

ASSOCIATED PIPE SUPPORTS (24 EA).

06 DEMOLISH BUILDING 1419, EMERGENCY SHOWER,

AUTOMATIC TRANSFER SWITCH TS EQUIPMENT,

AND ELECTRICAL SERVICE BACK TO 500 kVA

TRANSFORMER.

07 ABANDON-IN-PLACE 8" UNDERGROUND JET FUEL

LINE.

08 ABANDON-IN-PLACE 8" UNDERGROUND JP8 LINE TO

TIE-IN POINT OF PIG LAUNCHING STATION.

09 DEMOLISH 8" UNDERGROUND JP8 LINE AS

REQUIRED TO MAKE TIE-IN TO PIG LAUNCHING

STATION.

10 PUMP STATION AND FILTRATION SHELTER

CANOPIES MAY BE OF VALUE FOR REUSE BY

GOVERNMENT. AS BASIS OF BID ASSUME THE

DEMOLITION OF BOTH CANOPIES WILL BE

REQUIRED. HOWEVER, CONFIRM WITH

CONTRACTING OFFICER BEFORE DEMOLITION TO

SEE IF GOVERNMENT MAY REMOVE CANOPIES FOR

REUSE AT A DIFFERENT LOCATION.

DEMOLITION NOTES

B I D

D I N

H A

S E

DEMOLISH 8" CS PIPING

FROM DBB TO

EMERGENCY FILLSTAND

D-901

DEMOLISH CANOPY AND

CONCRETE EQUIPMENT

PAD

DEMOLISH CANOPY AND

CONCRETE EQUIPMENT

PAD

GRAPHIC SCALE(S):

P U

M P

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L T

E I P

I L T

R A

T I O

D E

M O

L I T

I O

D-401

R G

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H J D

C A

1/4"=1'-0"

0' 4' 12'1' 8'

SCALE: 1/4"=1'-0"

PUMP SHELTER AND RECEIPT FILTRATION DEMOLITION

S O

L I C

I T

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I O

F I

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IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

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B M

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T E

P L O

C A

L E

L O

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O M

A H

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U E

A N

B E

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F B

A us tin

B ro ck en br ou gh E

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R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

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01 PUMPS ARE 60 HP INGERSOLL DRESSER

MODEL 4x3x10 HORIZONTAL, CENTRIFUGAL.

MOTORS ARE MARATHON, 60 HP, TYPE TGS,

FRAME 364TS, HAZARDOUS AREA RATED.

02 FILTER/SEPARATOR VESSELS ARE FACET

MODEL CFCS-D-7K39SB-1-2536FM,

HORIZONTAL, 600 GPM.

03 FUEL PIPING IS CARBON STEEL, SIZES 4" UP

TO 8".

04 DEMOLISH PIPING ABOVE GRADE AND CAP

CONNECTION BELOW GRADE.

05 ABANDON-IN-PLACE 8" UNDERGROUND JP8

TRANSFER PIPE LINE TO TIE-IN POINT OF PIG

LAUNCHING STATION.

06 DEMOLISH HAY PACK FILTER VESSEL.

07 VEHICLE TANK TO TANK AND RTB PUMP.

PUMP IS A 25 HP BLACKMER MODEL HXL6G

PD PUMP WITH 6" FLANGED CONNECTIONS.

DEMOLITION NOTES

PLAN

NORTH

B I D

D I N

H A

S E

AE-102

P-102

FQI-102

FCV-102A

FCV-102B

MPC

CONTAINMENT TRENCH

M-403

JP8-6"-CS

6"x4" ECC RED, FOB

DRAIN

30'-5"

16'-4"

2" GLOBE

VALVE

HOSE HANGER (TYP)

SPARE CONNECTION FOR RAILCAR OFF-LOAD

HPV

SKID

FQI-102

A X

Y P

SET ℄ ELEVATION 14'-0" (MIN) AFF

FCV-102A

TRV (TYP)

TRV-1"-CS

(CONNECT TO AIR

ELIMINATOR DRAIN PIPING)

AE-102

JP8-6"-CS

PIPI

FSP

MPCMPC

FCV-102B

P-102

ALL PIPING, EQUIPMENT, AND

APPURTENANCES WITHIN THIS

BOUNDARY MUST BE PROVIDED

AS A PACKAGED SYSTEM AND

MUST BE INSTALLED, TESTED,

AND COMMISSIONED AS A

SINGLE COMPONENT

PROVIDE PIPE SUPPORTS AS REQUIRED.

COORDINATE LOCATION OF SUPPORTS

WITH SKID AND EQUIPMENT (TYP)

NOTE: TRUCK OFF-LOAD STATION #1 IS SIMILAR.

5 5

HOSE HANGER

4" ALUMINUM CAM TYPE

QUICK DISCONNECT

WITH PLUG AND RING

4" FUEL HOSE,

10' LONG (TYP OF 7,

ALL HOSES NOT

SHOWN FOR CLARITY)

TOP OF

CONCRETE

PAD

MATCH LEVATION OF PUMP OFF-LOAD SKID

6"x4" ECC RED, FOB

GRAPHIC SCALE(S):

T R

U C

F F

L O

A D

I N

L A

M-403

D W

R T

H J W

C A

7'5'4'3'2'0'

3/8"=1'-0"

1' 6' 8'

S O

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I T

A T

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F I

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D E

S I G

N E

D E

S C

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4 5

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IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

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O M

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F B

A us tin

B ro ck en br ou gh E

N G

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R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

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SCALE: 3/8"=1'-0"

TRUCK OFF-LOAD SECTION

SCALE: 3/8"=1'-0"

TRUCK OFF-LOADING PLAN

PLAN

NORTH

B I D

D I N

H A

S E

PIPE ANCHOR

BALL JOINT WITH

CONTINUITY

JUMPER

(TYP)

HIGH LEVEL

CONTROL VALVE

6" RECEIPT NOZZLE

J P

E C

E I P

FLOATING PAN

ACCESS PLATFORM

FLOATING PAN

ACCESS MANHOLE

TANK STAIRS

36" MANHOLE

DBB VALVE (TYP)

TRV (TYP)

CONC

M-407

FSP (TYP)

N: 2164675.86

E: 6727869.49

BOP=XXX.XX

M-502

WATER DRAW-OFF SYSTEM

4" LOW SUCTION

NOZZLE

8" ISSUE NOZZLE

4" FEMALE QUICK

CONNECTION COUPLER

WITH MALE DUST CAP

4" WELDED BRANCH

CONNECTION

BALL JOINT WITH

CONTINUITY

JUMPER

(TYP)

JP8-8"-CS (ISSUE)

8'-0"

PIPE ANCHOR

DBB VALVE (TYP)

TRV

CONC

M-407

FSP

N: 2164638.54

E: 6727832.75

M-505

TANK PRODUCT DATA SYMBOL

BOP=XXX.XX

TANK RINGWALL

TANK SHELL

FSP

BALL JOINT

(TYP)

PIPE ANCHOR

DBB VALVE

(TYP)

TRV

HLCV-301

11'-7"

6'-9"

TANK

RINGWALL

TANK SHELL

BALL JOINT (TYP)

DBB VALVE

(TYP)

TRV

3'-9"

9'-10"

GRAPHIC SCALE(S):

T A

T I A

I P

I N

L A

N S

M-407

D W

R T

H J W

C A

0' 2' 3' 4' 5'

1/2"=1'-0"

1' 6'

S O

L I C

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A T

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D E

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N E

D E

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4 5

M A

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IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

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D A

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O M

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U E

A N

B E

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F B

A us tin

B ro ck en br ou gh E

N G

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U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

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K E

N B

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X X

SCALE: 1/2"=1'-0"

TANK RECEIPT PIPING PLAN

SCALE: 1/2"=1'-0"

TANK ISSUE PIPING PLAN

PLAN

NORTH

PLAN

NORTH

SCALE: 3/8"=1'-0"

SECTION

SCALE: 3/8"=1'-0"

SECTION

7'5'4'3'2'0'

3/8"=1'-0"

1' 6' 8'

B I D

D I N

H A

S E

NOTES:

1. PROVIDE ONLY CLASS 1, DIVISION 1 RATED ELECTRICAL COMPONENTS.

2. EQUIPMENT, PIPING, FITTINGS, VALVES, ETC. MUST BE STAINLESS STEEL UNLESS OTHERWISE INDICATED

SIGHT GLASS W/

DENSITY BALL

SHUTOFF VALVE (TYP)

1 1/4" VENT

L E

N G

U I T

N T

2" CAM TYPE QUICK

DISCONNECT WITH CAP

LOCKABLE BALL VALVE

EXTEND 1" DRAIN LINE

TO TOE OF DIKE

CONCRETE HOUSEKEEPING PAD

5'-0" (NTS)

55 GALLON, W/ CONE

DOWN BOTTOM AND

REMOVABLE TOP

TANK SHELL

1/2" TO/FROM HIGH AND

HIGH-HIGH LEVEL SWITCHES &

HLV FLOAT PILOT CHAMBER

2" ECC, FOB REDUCER

(TYP OF 3)

1" WATER DRAW-OFF

2" PRODUCT RETURN

TANK FOUNDATION

RINGWALL

SLOPE

2" DBB

1" MANUAL DRAIN W/

QUICK DISCONNECT

GLOBE STYLE

CHECK VALVE

FINISHED GRADE

1" GROUT

(TYP)

EQUIPMENT

ANCHORS (TYP)

EQUIPMENT GROUNDING

HHLA

HLA

10 GPM PUMP

SCALE: 1/2"=1'-0"

WATER DRAW-OFF SYSTEM

SCALE: 1"=1'-0"

NON-ELEVATED RINGWALL

NOTES:

1. TANK BOTTOM FOUNDATION SEAL FOR ANCHOR TANK IS SHOWN. PROVIDE

FOUNDATION SEAL OR GROUTING DEPENDING ON WHETHER TANK IS ANCHORED

(GROUTING) OR SELF ANCHORED (SEAL).

TANK EXTERIOR

TANK SHELL

TANK BOTTOM

S O

LID

V C

W E

LLS

R E

E N

FML

GEOTEXTILE

FABRIC

RINGWALL

2'-0"

4" THREADED

SS COUPLING

(TYP)

4" FRP LEAK

DETECTION

TELL-TALE PIPE

4" SS LEAK

DETECTION

TELL-TALE PIPE

NON-SHRINK GROUT

8" SS PIPE

LEAK DETECTION WELL

4" SCH 40 304 SS PIPE

AND FITTINGS

CONCRETE

DIKE BASIN

8" SS CASING PIPE.

EMBED 16" MINIMUM

INTO FOUNDATION AND

FILL VOID WITH GROUT

HINGED,

LOCKABLE COVER

M-501

SELF-ANCHORED (UNANCHORED TANK)

TANK BOTTOM FOUNDATION SEAL

M-501

ANCHORED TANK

BOTTOM-TO- FOUNDATION GROUTING

TOP OF RINGWALL

SAND

FML OVER TOP OF

GEOTEXTILE FABRIC

TANK INTERIOR

CONCRETE DIKE

CONTAINMENT FLOOR

MONITORING WELL RISER,

4" SCH 40 304 SS PIPE

BOTTOM OF RINGWALL,

MIN OF 12" BELOW INVERT

OF LEAK DETECTION

TELL-TALE PIPE

M-502

NON-ELEVATED RINGWALL

U M

RINGWALL

4" FRP LEAK DETECTION

TELL-TALE PIPE

TANK

BOTTOM

M-501

FML SUMP LEAK DETECTION

SLOPE 1:50

SCALE: 1/2"=1'-0"

SECTION - NON-ELEVATED TANK FOUNDATION

1'-0" 1'-6"

GRAPHIC SCALE(S):

S O

L I C

I T

A T

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F I

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C K

D E

S I G

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D E

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R I P

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IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

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I S

T R

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C O

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I N

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M A

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T I O

N A

P P

D A

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C O

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OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

T A

A I L S

M-502

D W

R T

H J W

C A

0' 2' 3' 4' 5'

1/2"=1'-0"

1' 6'

0' 1' 2'

1"=1'-0"

B I D

D I N

H A

S E

ELEVATION

1'-6" MAX

4" CLR

1" TO HLA/HHLA

HLV FLOAT PILOT

CHAMBER

FLOAT PILOT PORT

(HIGH PRESSURE)

FLOAT SUPPLY

PORT (OUTPUT)

1/2" TO HLA/HHLA

1/2" WATER

DRAW-OFF TANK

TANK SHELL

FLOAT DRAIN PORT

(LOW PRESSURED)

1" FLANGED

CONNECTION TO

STORAGE TANK (TYP)

316 SS TUBING 1/2" MIN

TANK SHELL

TANK FLOOR TO

SHELL JOINT

TOP OF

RINGWALL

HIGH LIQUID

LEVEL SHUT-OFF

VALVE (HLV)

TANK

RINGWALL

EXTENSION

CONCRETE PIPE

SUPPORT PIER

2" BRANCH

CONNECTION

1"1"

'Y' STRAINER

PILOT VALVES

M-503

TYPICAL SUPPORT

ON TANKS PLAN/ELEVATION

M-510

TRV (TYP)

LEVEL SWITCH AND LCV NOTE:

1) SET POINT IS DEFINED AS THE DISTANCE ABOVE THE BOTTOM OF THE

SHELL.

2) LEVEL SET POINTS ARE BASED OFF OF ISSUE AND RECEIPT FLOW

RATES OF 1,200 GPM.

LEVEL SET-POINT TABLE

TANK SIZE

(BBLs)

LLLA LLA HLA HLV HHLA

10,000 2'-3 1/2" 2'-8 1/2" 32'-6" 33' 33'-6"

NOTES:

1. EQUIPMENT PIPE, FITTINGS,

CHAMBERS AND VALVES MUST

BE STAINLESS STEEL UNLESS

OTHERWISE INDICATED.

2. NOT TO EXCEED DISTANCE

SHOWN PLUS ONE STAIR RISER.

ELEVATION

TO/FROM

HLV

OPENING IN INTERMEDIATE

PLATFORM FOR

PIPING AND CONDUITS

TOP OF INTERMEDIATE

PLATFORM

HLV

SET POINT

1'-3"2'-0"

HHLA

SET POINT

HLA

SET POINT

I N

M-505

HIGH LIQUID LEVEL

SHUT-OFF VALVE (HLV)

TUBING (1/2" MIN)1" BALL

VALVE (TYP)

HLV FLOAT PILOT

HLV FLOAT CHAMBER

M-503

TYPICAL SUPPORT

ON TANKS PLAN/ELEVATION

1" TO/FROM

PRODUCT

SAVER TANK

1" TEST HEADER

TO/FROM PRODUCT

SAVER TANK

SUPPORT

(TYP OF 6)

1" THREADED

CAP (TYP)

4" LEVEL SENSOR

CHAMBER

SENSOR HOLDER/

JUNCTION BOX W/

2" NPT MOUNTING

THREAD

1" TEE

(TYP)

1" FLANGED CONNECTION

TO STORAGE TANK (TYP)

TANK SHELL

NOTE:

EQUIPMENT, PIPE, FITTINGS, CHAMBER AND VALVES MUST BE STAINLESS STEEL

UNLESS OTHERWISE INDICATED.

ELEVATION

A X

2'-0"

I N

LLLA

SET POINT

LLA

SET POINT

4" LEVEL SENSOR

CHAMBER (TYP)

SENSOR HOLDER/

JUNCTION BOX W/

2" NPT MOUNTING

THREAD (TYP)

TOP OF

RINGWALL

FINISH GRADE OR

TOP OF PLATFORM

TANK FOUNDATION

APRON

1" THREADED CAP (TYP)

TANK FLOOR TO

SHELL JOINT

TEST DRAIN

1" FLANGED

CONNECTION TO

STORAGE TANK (TYP)

SUPPORT

(TYP OF 2)

TANK SHELL

1" 90° ELBOW (TYP)

LOW & LOW-LOW LEVEL

ALARM NOZZLE (TYP)

1" BALL VALVE (TYP)

TEST

VENT

JET FUEL JP8

NOTES:

1. IDENTIFY TANKS AS TO PRODUCT SERVICE BY COLOR CODING, BANDING,

PRODUCT NAMES, AND NATO DESIGNATION IN ACCORDANCE WITH MIL-STD-161H.

2. SAMPLE TANK LABELING SHOWN IS FOR JET A TURBINE FUEL. FOR OTHER

TURBINE FUELS REFER TO MIL-STD-161H. DIMENSIONS VARY BASED ON TANK SIZE.

3. MARK TANKS WITH EASILY DISCERNIBLE PAINTED NUMBERS AND LETTERS

INDICATING THE FOLLOWING IN ADDITION TO THE REQUIREMENTS STATED IN

MIL-STD-161: TANK NUMBER, FACILITY NUMBER, "NO SMOKING" ON CLASS 1 TANKS,

AND "CONFINED SPACE" ON ROOF MANHOLE/LADDER HATCH.

4. PROVIDE HAZARD IDENTIFICATION SYSTEM LABELING IN ACCORDANCE WITH NFPA

704.

F-34

YELLOW BANDS

(3 EA)

PRODUCT SYMBOL

2" HIGH WHITE LETTERS

ON BLACK BACKGROUND

JET FUEL JP-8

PIPE DIAMETER

(INCHES)

SIZES OF LETTERS AND BANDS

UNDER 3

3 - 6

6 - 9

OVER 9

4.5

BAND WIDTH

AND SPACING

(INCHES)

TITLE LETTER

SIZE

(INCHES)

0.5

BACKGROUND

AND ARROWS

(INCHES)

F-34

4 x "C"

"A""A"

PRODUCT SYMBOL

"B" HIGH WHITE LETTERS

ON BLACK BACKGROUND

YELLOW BANDS (3 EA)

ALL AROUND

YELLOW

FLOW ARROW

YELLOW LETTERS

AND YELLOW DASHED

OUTLINE (NATO)

GRAPHIC SCALE(S):

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

0' 1' 2'

1"=1'-0"

T A

A I L S

M-505

D W

R T

H J W

C A

SCALE: 1"=1'-0"

LOW AND LOW-LOW LEVEL SWITCHES

SCALE: 3/4"=1'-0"

HIGH LIQUID LEVEL SHUT-OFF VALVE (HLV)

SCALE: 3/4"=1'-0"

HIGH AND HIGH-HIGH LEVEL SWITCHES

AND HIGH LIQUID SHUT-OFF VALVE (HLV)

3/4"=1'-0"

0 1' 2' 3' 4'

SCALE: NONE

TANK PRODUCT DATA SYMBOL

SCALE: NONE

PIPE PRODUCT FLOW

SYMBOL DETAIL

B I D

D I N

H A

S E

PIPE

SUPPORT

3/4"x3" NIPPLE WITH CAP

3/4"

AAV

6" OUTLET

HANDHOLE

6" INLET

1" FILL LINE

FILTER/SEPARATOR

HINGED ACCESS

DOOR

SIGHT GLASS

3"x3"x1/4" LEGS (TYP)

1" MANUAL DRAIN VALVE

(BALL VALVE) W/ BRONZE

MALE CAM TYPE DRY BREAK

CONNECTOR W/ DUST CAP -

EXTEND TO OUTSIDE OF

SUPPORTS

4"x4 1/2" BASE PLATE

W/ 3/4" HOLE (TYP)

3"x3"x1/4" DIAGONAL (TYP)

1" FILL

FLOAT DRAIN

CONNECTION,

RUN TUBING TO

DRAIN LINE

FLOAT CONTROL

VALVE W/ MANUAL

TESTER (FC-1)

3/4" PLUG

6" INLET

HANDHOLE

6" OUTLET

1" RELIEF VALVE

CONNECTION

1" SAFETY RELIEF VALVE

DIFFERENTIAL

PRESSURE

GAUGE

3/4" AAV CONNECTION

MAV AND AAV

DRAIN TO PRT

SAMPLE

CONNECTIONS

3/4" PIPE

3/4" WNF

TOP

GREATER

THAN 60"

AFG/AFF

3/4" BALL

VALVE

3/4"

THREADED

CAP

TOP LESS

THAN 60"

AFG/AFF

3/4" WELDING BRANCH

CONNECTION

FUEL LINE,

SEE PLAN

FOR SIZE

3/4" WELDING

BRANCH

CONNECTION

FUEL LINE,

SEE PLAN

FOR SIZE

2" PIPE

2" BALL

VALVE

2" BLIND

FLANGE

PIPE, SEE PLAN

FOR SIZE

2" WELDING

BRANCH

CONNECTION

BOP LESS

THAN 48"

AFG/AFF

2" WNF

THREADED

CAP

BOP

GREATER

THAN 48"

AFG/AFF

2" WELDING

BRANCH

CONNECTION

FUEL LINE,

SEE PLAN

FOR SIZE

DUST PLUG

1/4"Ø BALL VALVE

FUEL LINE

QUICK DISCONNECT COUPLING

INSTALL 1/4" SAMPLING

PROBE SO THE OPEN AREA

FACES UPSTREAM

1/4"Ø THREADED

BRANCH CONNECTION

ACTUATING VANE PIVOT

8"x2 1/2" TEE

FUEL PIPE

2 1/2" WNF

SET HEIGHT (*) SUCH THAT PIVOT OF

ACTUATING VANE WILL BE FLUSH WITH

TOP OF PIPE. VANE SHALL NOT EXTEND

INTO 2 1/2"Ø PIPE. PIVOT SHALL NOT

EXTEND INTO FUEL PIPE

MINIMUM DISTANCE SPECIFIED BY

FLOW SWITCH MANUFACTURER

FLOW SWITCH WITH

FACTORY ASSEMBLED

FLANGED CONNECTION

3/4"

THREADED

CAP

2" WNF

THREADED

CAP

6"±

ALUMINUM, MALE, QUICK

DISCONNECT COUPLER WITH

FEMALE DUST CAP (TYP)

2" WNF (TYP)

FUEL LINE

REDUCING TEE

2" BALL

VALVE (TYP)

BALL VALVE, SEE

PLAN FOR SIZE

2" THREADED COMPANION

FLANGE (TYP)

SCALE: NONE

HIGH POINT VENT (HPV)

SCALE: NONE

LOW POINT DRAIN (LPD)

SCALE: NONE

PRESSURE INDICATOR (PI)

SCALE: NONE

FUEL SAMPLE POINT (FSP)

3/4" BALL

VALVE

SCALE: NONE

THERMAL RELIEF VALVE (TRV)

SCALE: NONE

FLOW SWITCH (FS)

SCALE: NONE

METER PROVING CONNECTION (MPC)

NOTE:

PRESSURE INDICATORS ON THE RECEIPT PIPING

AND PRODUCT SAVER TANK MUST HAVE A RANGE

OF 0-300 PSI. PRESSURE INDICATORS ON THE

ISSUE PIPING MUST HAVE A RANGE OF 0-60 PSI.

PIPE

1/2" THREADED

COMPANION

FLANGE

1/2" BALL

VALVE

1/2" WELD

NECK FLANGE

1/2" WELDING

BRANCH

CONNECTION

1/2" PIPE

1/2" THREADED

NIPPLE (TYP)

1/2" PRESSURE

SNUBBER

PRESSURE

INDICATOR (PI)

QUICK DISCONNECT

FUEL LINEFUEL LINE

NOTES:

1. ALL INTEGRAL AND EXTERNAL THERMAL RELIEF VALVES MUST BE SET TO

OPEN AT A PRESSURE OF 265 PSI UNLESS OTHERWISE INDICATED.

2. THERMAL RELIEF VALVES MUST BE INSTALLED IN THE VERTICAL POSITION OR

PER MANUFACTURERS INSTRUCTIONS.

1" THERMAL

RELIEF VALVE

1" WELDING

BRANCH

CONNECTION

(TYP)

1" WNF (TYP)

1" TEE

1" PIPE

(TYP)

1" CHECK

VALVE

RELIEF DIRECTION

MUST BE TO THE

TANK SIDE

SEE PLANS

FOR LOCATION

(TYP)

1" BALL VALVE

W/LOCKABLE

HANDLE (TYP OF 3)

1/4" QUICK

DISCONNECT

1/4" QUICK

DISCONNECT

2" BALL

VALVE

1" BALL

VALVE

1" BLIND

FLANGE

THREADED

CAP

1" WELDING

BRANCH

CONNECTION

NOTE:

FOR USE IN TRENCH

D E

T A

I L S

M-510

D W

R T

H J W

C A

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

SCALE: 3/4"=1'-0"

FILTER/SEPARATOR

GRAPHIC SCALE(S):

3/4"=1'-0"

0 1' 2' 3' 4'

B I D

D I N

H A

S E

1/4

TYP

MANUFACTURED

PIPE ANCHOR,

DESIGN BASED ON

MSS SP-58 TYPE 35

PIPE, SEE

PLAN FOR SIZE

TOP OF SUPPORT

BASE. SEE

STRUCT DWGS

1/4"

TYP

PIPE, SEE

PLAN FOR SIZE

MSS SP-58

TYPE 35,

GUIDED, LOW

FRICTION

SUPPORT

GUIDE (TYP)

LOW FRICTION

PADS

TOP OF SUPPORT

BASE. SEE

STRUCT DWGS

END CAP

CONC

POST BASE

BOLT CHANNEL

TO POST BASE

PIPE CLAMP

FUEL PIPE

VITON OR BUNA-N

ELASTOMERIC PAD

2"x2"x1/8" THICK (MIN)

CONTINUOUS SLOT

METAL CHANNEL

D I C

A T

E D

N O

E X

C E

NOTE:

CHANNEL, CLAMP, POST BASE,

CAP AND MOUNTING HARDWARE

MUST BE A PRODUCT OF A SINGLE

MANUFACTURER AND MUST BE 304

OR 316 STAINLESS STEEL.

1" THICK GROUT

PIPE STANCHION

SIZE PER MFG

1/2" DIA SS EPOXY

ANCHORS W/ MIN

3 1/2" EMBEDMENT

(TYP OF 4)

BASE PLATE,

SIZE PER MFG

1/2"Ø GALV, U-BOLT W/

POLYOLEFIN HEAT

SHRINK COATING

3/4" HIGH

POLYMERIC

HALF ROUND

3/8" PLATE

TOP OF CONC

PAD OR PIPE

SUPPORT

NOTE:

OMIT CONCRETE FOOTING

WHEN SUPPORT LOCATED

ON CONCRETE PAD.

(5) #5 EQUALLY

SPACED

CONC FOOTING

(2) #4 IN TOP 5";

(2) REMAINDER

EQUALLY SPACED

18"

TYP

1/4"

2 3/4" 2 3/4"

4" 4"

11/16" DIA

HOLE (TYP)

BASE PLATE

SCALE: NONE

TYPE 4 PIPE SUPPORT

*1'-0"±

*SIZED PER MANUFACTURER

*4"±*1'-0"±

*SIZED PER MANUFACTURER

1/4

TYP

FRONT VIEW

SIDE VIEW

FRONT VIEW

SIDE VIEW

PIPE, SEE

PLAN FOR SIZE

PIPE, SEE

PLAN FOR SIZE

NOTCH

CORNERS,

1"x1" (TYP 4

PLACES)

NOTCH

CORNERS, 1"x1"

(TYP 4 PLACES)

TOP OF SUPPORT

BASE, SEE

STRUCT DWGS

1/4

TYP

SCALE: NONE

TYPE 1 PIPE ANCHOR

SCALE: NONE

TYPE 2 GUIDED PIPE SUPPORT

SCALE: NONE

TYPE 3 PIPE SUPPORT

SCALE: NONE

TYPE 5 PIPE SUPPORT

1" CHAMFER EDGES

NOT ADJACENT TO

CONCRETE

FINISHED GRADE

C L E

A R

2" CLEAR

TO TIES

L E

A R

SIDE VIEW

FRONT VIEW

1/4"

TYP

PIPE, SEE

PLAN FOR SIZE

MSS SP-58 TYPE 35,

NON-GUIDED, LOW

FRICTION SUPPORT

TOP OF SUPPORT BASE.

SEE STRUCTURAL DWGS

LOW FRICTION PADS

*1'-0"±

* SIZED PER MANUFACTURER

PIPE, SEE

PLAN FOR SIZE

NOTCH

CORNERS, 1"x1"

(TYP 4 PLACES)

TOP OF SUPPORT

BASE, SEE

STRUCT DWGS

1/4

TYP

(4) 1/2" DIA SS

EPOXY ANCHORS

W/ MIN 3 1/2"

EMBEDMENT

1" BALL VALVE (TYP)

NOTE:

FOR DIFFERENTIAL PRESSURE INDICATOR, USE

STAINLESS STEEL TUBING, COMPRESSION FITTINGS

AND MOUNT ALL TO A STAINLESS STEEL PLATE

GAUGE PANEL MOUNTED TO STRAINER FLANGE.

PROVIDE BOTTOM

LOW POINT DRAIN

1/2" BALL

VALVE (TYP)

3/4" BALL VALVE

BLIND FLANGE

0-15 PSI DIFFERENTIAL

PRESSURE INDICATOR,

LOCATE TO BE VIEWABLE

BY OPERATOR

BLIND FLANGE

SCALE: NONE

BASKET STRAINER

PRESSURE GAUGE

6" DIA, 10 GAL

NITROGEN

SURGE TANK

1/2" SS DRAIN VALVE

NON-SLAM, SILENT

CHECK VALVE

1/2" PSID CRACKING

PRESSURE

METAL SEATS

FULL PORT

BALL VALVE

1/2" SS NEEDLE VALVE

TO ADJUST BACKFLOW

INTO SYSTEM "RHYTHM

ADJUSTMENT"

0-300

PSIG

UNION

SCALE: NONE

SURGE SUPPRESSOR

PIPE, SEE PLANS

FOR SIZE

TYPE 3 SUPPORT

VARIABLE SPRING

PIPE SUPPORT

1 1/2" THICK

GROUT

LOW FRICTION

PADS

3/4" DIA SS EPOXY

ANCHORS W/ MIN 3

1/2" EMBEDMENT

(TYP OF 4)

SCALE: NONE

TYPE 6 PIPE SUPPORT

3" PIPING

2 1/2"x2 1/2"x1/4"

PIPE SUPPORT

1/4" U-BOLTL 3"x3"x1/4"

CONTINUOUS WELD

1/2"

SCALE: NONE

PIPE SUPPORT DETAIL

3/4" PIPE

1/4" TEFLON PAD

BETWEEN BOLT

AND PIPE

1/4" TEFLON PAD

PUMP BASE

316 SS NUT

& WASHER

GROUT SPACE

UNDER PUMP

BASE WITH A

FULLY FLOWABLE

EPOXY GROUT

2" DIAMETER

PIPE SLEEVE

PLATE 3"x3"x1/4"

3/4" - 316 SS FOUNDARTION

BOLT. TACK/WELD TO 1/4"

PLATE

1/4"

CAST IRON

WEDGE

PUMP PAD

I N

SCALE: NONE

TYPICAL PUMP BASE MOUNTING DETAIL

1" GROUT ALL

AROUND

PUMP BASE

D E

T A

I L S

M-511

D W

R T

H J W

C A

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

B I D

D I N

H A

S E

TANK 14

JP-8

10,000 BBL

LPD

EMERGENCY TRUCK FILLSTAND

P-101

AE-101

FCV-101A

FCV-101B

P-102

AE-102

FCV-102A

FCV-102B

TANK 1

JP-8

10,000 BBL

JP8-6"-CS

TRUCK OFF-LOAD STATION #1

JP8-6"-CS

P-401

PRT-401

2,000 GAL

OV-401

P-402

P-403

FILL

CONNECTION

WATER DRAW-OFF

FQI-101FQI-102

HLCV-301

JP8-6"-CS

FCV-402

SURGE SUPPRESSOR

JP8-1"-CS JP8-1"-SS

JP8-8"-CS

JP8-6"-CS

SPILL

CONTAINMENT

BASIN

JP8-2"-CS

J P

JP8-4"-CS

JP-8 RECEIPT

(SEE SHEET M-602)

JP-8 OFF-LOAD

(SEE SHEET M-602)

JP-8 ISSUE

(SEE SHEET M-602)

JP8-8"-CS

JP-8 SUCTION

(SEE SHEET M-602)

J P

JP8-8"-CS

JP-8 RETURN

(SEE SHEET M-602)

JP-8 DRAIN

(SEE SHEET M-602)

JP8-6"-CS

JP8-8"-CS

JP8-2"-CS

TRUCK OFF-LOAD STATION #2

ANTI-SIPHON VALVE

0-1

F L O

I A

G R

A M

M-601

D W

R T

H J W

C A

SCALE:

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

NONE

FLOW DIAGRAM

1 1

B I D

D I N

H A

S E

H E

D U

L E

M-604

D W

R T

H J W

C A

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

EQUIP

NUMBER

EQUIPMENT NAME EQUIPMENT DESCRIPTION

FUEL STORAGE TANK

TANK 1

FUEL STORAGE TANK FIELD ERECTED API 650 VERTICAL AST; 10,000 BBL, 49'-0"

DIAMETER, 40'-0" HEIGHT; FLOATING PAN

HLCV-301 6" FLOW CONTROL VALVE, FLOAT PILOT ACTUATED

PST-301

PRODUCT SAVER TANK 55 GALLON CAPACITY, STAINLESS STEEL

P-301 CENTRIFUGAL, 10 GPM, 60 FT TDH, 1/2 HP; 3600 RPM,

208/1/60

PUMP SHELTER

TRUCK OFF-LOADING STATIONS

P-101

P-102

TANK TRUCK OFF-LOADING

PUMPS

VERTICAL IN-LINE, CENTRIFUGAL API-610; 600 GPM, TDH

= 230 FT, 50 HP, 3600 RPM, 460/3/60

AE-101

AE-102

AIR ELIMINATOR

ASSEMBLIES

CAPACITY = 600 GPM, LOW, HIGH, AND HIGH-HIGH LEVEL

SWITCHES; PRESSURE VACUUM VENT

FQI-101

FQI-102

FLOW METER (FLOW

QUANTITY INDICATOR)

POSITIVE DISPLACEMENT TYPE, 600 GPM

TRUCK OFF-LOADING

OPEN/CLOSE VALVE

TANK LEVEL CONTROL

VALVE

PRODUCT SAVER SYSTEM

RETURN PUMP

PRODUCT RECOVERY TANK

PRT-401

PRODUCT RECOVERY

TANK

2000 GALLON, HORIZONTAL, RECTANGULAR,

ABOVEGROUND, UL 2085

P-201

P-202

FUEL ISSUE/TRANSFER

PUMPS

END SUCTION, TOP DISCHARGE, CENTRIFUGAL API-610;

FLOW = 600 GPM, TDH = 420 FT, 100 HP, 3,600 RPM,

460/3/60

CV-201

CV-202

6" FLOW CONTROL VALVE, FLOW CONTROL = 600 GPM

FSI-201

ISSUE FILTER/SEPARATOR

VESSEL

CAPACITY = 600 GPM

FSCV-201

FSCV-202

6" FLOW CONTROL VALVE, FLOW CONTROL = 600 GPM;

WATER SLUG SHUT-OFF FEATURE

PUMP FLOW CONTROL

VALVE

FILTER SEPARATOR

CONTROL VALVES

FCV-101A

FCV-102A

TRUCK OFF-LOADING

FLOW CONTROL VALVE

4" CONTROL VALVE, 300 GPM LOW FLOW SETTING, 600

GPM HIGH FLOW SETTING; 150 PSI THERMAL RELIEF

PILOT

FCV-101B

FCV-102B

2" CONTROL VALVE, ON/OFF OPERATION CONTROLLED

BY LEVEL SENSOR OF AE VESSEL

FSR-203

FSR-204

RECEIPT FILTER/

SEPARATOR VESSELS

API 1581, 5TH EDITION, CAPACITY = 600 GPM;

CAPACITANCE PROBES FOR WATER LEVEL ALARM

FSCV-203

FSCV-204

6" FLOW CONTROL VALVE, FLOW CONTROL = 600 GPMFILTER SEPARATOR

CONTROL VALVES

P-402

RETURN TO SERVICE PUMP VERTICAL TURBINE, API-610, FLOW = 50 GPM, 125 FT

TDH, 5 HP, 460/3/60

EQUIPMENT SCHEDULE

FS-202

SPARE FILTER/SEPARATOR

VESSEL

CAPACITY = 600 GPM

P-401 FILTER DRAIN PUMP POSITIVE DISPLACEMENT PUMP, 5 GPM, 25 FT TDH, 1/2

HP, 460/3/60

OV-401 OVERFILL VALVE HYDRAULIC OVERFILL CONTROL, FLOAT PILOT

ACTIVATED THERMAL RELIEF = 150 PSI

P-403 WATER TRANSFER

PUMP

POSITIVE DISPLACEMENT PUMP, 5 GPM, 25 FT TDH, 1/3

HP, 120/1/60

FQI-201 POSITIVE DISPLACEMENT = 600 GPMFLOW METER (FLOW

QUANTITY INDICATOR)

FUELING EQUIPMENT SCHEDULE NOTES:

1. FOR PUMP CHARACTERISTICS, FLOW RATE (GPM), HEAD (FT), NPSHR, AND EFFICIENCY ARE

MINIMUM DESIGN REQUIRED VALUES. MOTOR DRIVER SIZE (HP) AND RPM ARE MAXIMUM

DESIGN REQUIREMENT VALUES. PUMPS MUST MEET ALL REQUIREMENTS USING SPECIFIC

GRAVITY OF THE PRODUCT LISTED.

2. EFFICIENCY LISTED UNDER PUMP CHARACTERISTICS IS THE COMBINED PRODUCT OF PUMP

AND MOTOR EFFICIENCIES.

3. SETPOINTS LISTED FOR ALL CONTROL VALVES ARE TO BE CONSIDERED INITIAL

RECOMMENDED SETTINGS ONLY AND MUST BE FIELD ADJUSTED AS NEEDED DURING

COMMISSIONING TO ACHIEVE DESIRED SYSTEM PERFORMANCE.

FCV-402 2" FLOW CONTROL VALVE, FLOW CONTROL = 50 GPMPUMP FLOW CONTROL

VALVE

B I D

D I N

H A

S E

301.01

LSHH

301.01

LSH

301.01

LAHH

98%

301.01

LAH

95%

301.01

LSL

301.01

LSLL

301.01

LAL

301.01

LALL

FLOATING PAN LOW POSITION - 0% LEVEL

OVERFLOW VENT - 100% LEVEL

PST-301

P-301

HLCV-301

JP-8 BULK

STORAGE TANK

(TANK 1)

301.01

ZSO

301.01

BYPASS

HPV

JP8-8"-CS

(RECEIPT)

INSPECTION HATCH

CENTER ROOF VENT

ATG (BY OTHERS)

ROOF MANWAY

W/ LADDER

MANWAY

LCV FLOAT PILOT - 96.5% LEVEL

JP8-6"-CS

(RECEIPT)

HPV

JP8-1"-CS

JP8-4"-CS

JP8-8"-CS (ISSUE)

WATER PROBE

JP-8 RECEIPT

301.01

PRT DRAIN

JP-8 RETURN

JP8-2"-CS

(RETURN)

PRT-2"-CS

PRODUCT RECOVERY

TANK (PRT-401)

WTR-1"-CS

P-403

P-402

OV-401

401.01

LSHH

401.01

LSH

401.01

LSL

ATMOSPHERIC VENT

EMERGENCY VENT

FLOAT SWITCHES

401.01

GAUGING HATCH

TRUCK CONNECTION

401.01

FSL

401.01

FAL

401.01

LAHH

95%

401.01

LAH

90%

401.01

LAL

FLOAT PILOT

92.5% LEVEL

PUMP MIN DEPTH

0% LEVEL

402.01

403.01

PRT LEVEL

ALARM PANEL

FSI-201

FSCV-201

P-201

PRT DRAIN

JP-8 RETURN

201.01

DPI

201.02

FCV-201

201.01

FSL

201.01

FAL

201.01

P-202

202.01

DPI

202.02

202.01

FSL

202.01

FAL

202.01

FCV-202

AAV

SRV

FS-202

AAV

SRV

200.03

JP8-8"-CS

(ISSUE)

SRV-1"-CS

DRN-2"-CS

JP8-8"-CSJP8-8"-CS

JP8-8"-CS

FSCV-202

FSR-203

FSCV-203

AAV

SRV

203.01

LSH

203.01

LAH

FSR-204

FSCV-204

AAV

SRV

204.01

LSH

204.01

LAH

JP-8 RECEIPT

JP-8 TRANSFER

(SEE SHEET MI602)

SRV-1"-CS

DRN-2"-CS

(TO FILLSTAND #3)

JP-8 ISSUEJP-8 ISSUE

PIG LAUNCHER

JP-8 ISSUE

(TANK 14)

JP-8 RECEIPT

(TANK 14)

202.01

LSH

202.01

LAH

FQI-201

(TO TANKS 1 & 14)

JP-8 RECEIPT

P-401

401.01

DPI

401.01

FSL

401.01

FAL

401.03

401.02

401.01

ANTI-SIPHON VALVE

INTERSTITIAL EMERGENCY VENT

301.02

ZSO

301.03

ZSO

301.03

ZSC

301.04

ZSO

301.04

ZSC

201.01

JP8-6"-CS

(FROM PRT)

(FROM TANK 1)

JP-8 ISSUE

(FROM TANK 1)

200.01

200.04

200.05

200.02

200.01

200.06

200.07

(TO HYDRANT SYSTEM)

(TO PUMP SHELTER)

(FROM PUMP SHELTER)

(TO PRT)

FCV-402

B U

R A

D U

C T

R E

C O

V E

MI601

D W

R T

H J W

C A

M I

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

BULK STORAGE TANK AND PRODUCT RECOVERY TANK

SCALE: NONE

B I D

D I N

H A

S E

S w a l e

GENERATOR,

SEE C1/E-502

E-401

PUMP SHELTER POWER AND

CONTROLS PLAN

E-402

PUMP SHELTER LIGHTING PLAN

E-403

PUMP SHELTER GROUNDING PLAN

1 3 3

35 1 26 25

1 24

37 35 26 25

1 1 27 1

E-405

TANK POWER AND LIGHTING PLAN

TANK GROUNDING PLAN

E-405

E-404

TRUCK OFF-LOADING

POWER AND CONTROLS

PLAN

TRUCK OFF-LOADING

E-404

GROUNDING PLAN

OFF-LOAD STATION #2 OFF-LOAD STATION #1

FILLSTAND #3

(TYP AT TANK

CONTAINMENT AREA)

TANK 1

E-406

FILLSTAND #3 POWER

AND CONTROLS PLAN

02 02

E-505

DIKE EQUIPMENT

RACK

C006

S306 S306

S306

C002

EPDS#06

EPDS#11

S601

EXISTING

500kVA

TRANSFORMER

C002

EPDS#07

TO TANK 14

RELOCATED CATHODIC

PROTECTION RECTIFIER

AND TRANSFORMER

S902

S901

MH, 1

GRAPHIC SCALE(S):

E L E

C T

R I C

A L

I T

L A

E-101

D S

R T

H C

H M

C A

75'50'25'0'

1"=25'

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

PLAN

NORTH

SCALE: 1"=25'

ELECTRICAL SITE PLAN

01 PROVIDE TWO NEMA 3R PULL BOXES, ONE FOR POWER AND ONE FOR CONTROLS, SIZED 24"

x 24" x 12", MOUNTED TO AN ELECTRICAL EQUIPMENT RACK AS SHOWN ON DETAIL A2/E-502.

02 PROVIDE WITH RAISED FOUNDATION, SEE DETAIL A3/E-702.

03 CONNECT TO EXISTING LIGHT POLE APPROXIMATELY 40 FEET AWAY.

04 EXISTING TANK 14 HIGH-HIGH LEVEL ALARM PANEL LOCATION. PROVIDE JUNCTION BOX IN

PLACE OF RELOCATED PANEL. MAKE SPLICES IN JUNCTION BOX TO RESTORE CONTINUITY

OF EXISTING CIRCUITS. ROUTE CONDUIT UNDER PUMP SHELTER TO RELOCATED PANEL.

SEE E-401.

05 ROUTE CONDUIT INTO COMMUNICATIONS ROOM IN BUILDING 414. ROUTE FIBER OPTIC

CABLE FOR TANK ATG SYSTEM TO VAREC RTU LOCATED IN WORK ROOM.

06 PROVIDE EPDS PUSHBUTTON STATION PER DETAIL C5/E-505.

07 PROVIDE EPDS PUSHBUTTON STATION PER DETAIL D1/E-503.

08 SPLICE WITH EXISTING POWER CONDUCTORS FOR TANK 14 CATHODIC PROTECTION

RECTIFIER AND TRANSFORMER.

09 OUTSIDE PLANT SINGLEMODE FIBER OPTIC AND 12-PAIR COPPER CABLES MUST BE

PROVIDED IN ACCORDANCE WITH TECHNICAL CRITERIA I3A AND AS DIRECTED BY THE

COMMUNICATIONS SQUADRON.

10 PROVIDE TWO NEMA 3R PULL BOXES, ONE FOR POWER AND ONE FOR CONTROLS, SIZED 18"

x 18" x 12", MOUNTED TO AN ELECTRICAL EQUIPMENT RACK AS SHOWN ON DETAIL A2/E-502.

11 PROVIDE GROUNDING AT ANCHORED PIPE SUPPORT, SEE DETAIL

C1/E-501.

NEW WORK NOTES

B I D

D I N

H A

S E

W E

U P

U L E

P O

W E

U P

U L E

E T

H E

R N

U L E

C O

M M

U N

I C

A T

I O

O D

U L E

A N

A L O

I N

P U

O D

U L E

D I S

C R

E T

I N

P U

O D

U L E

A N

A L O

I N

P U

O D

U L E

D I S

C R

E T

I N

P U

O D

U L E

D I S

C R

E T

I N

P U

O D

U L E

A N

A L O

U T

P U

O D

U L E

N O

N R

E D

U N

D A

N T

S Y

S T

E M

S Y

S T

E M

S Y

S T

E M

S Y

S T

E M

D C

P O

W E

U P

P L Y

A C

F I E

I C

E S

D C

F I E

I C

E S

120VAC

CIRCUIT

120VAC

CIRCUIT

LAPTOP RECEPTACLE

NONREDUNDANT

FIELD DEVICES

24VDC POWER SUPPLY

FOR REQUIRED PCP

DEVICES

120VAC FOR REQUIRED

PCP AND GDS DEVICES

ANNUNCIATOR & RELATED

ALARM DEVICES

T H

E R

M O

S T

A T

A N

PERSONAL

COMPUTER

(PC)

WITH

MONITOR

CPU RACK

S Y

S T

E M

S Y

S T

E M

C P

O D

U L E

INPUT/OUTPUT RACK #1 (I/O-1)

A N

A L O

I N

P U

O D

U L E

O N

R E

D U

N D

A N

UNINTERRUPTABLE

POWER SUPPLY NO 1

D I S

C R

E T

U T

P U

O D

U L E

LASER

PRINTER

UNINTERRUPTABLE

POWER SUPPLY NO 2

S P

D S

P D

SCALE: NONE

CONTROL SYSTEM BLOCK DIAGRAM

NOTE:

BLOCK DIAGRAM SHOWS GENERAL SYSTEM

LAYOUT. DIAGRAM DOES NOT ATTEMPT TO

SHOW ALL REQUIRED DEVICES, MODULES,

AND CIRCUIT PROTECTIVE DEVICES.

C O

M M

U N

I C

A T

I O

O D

U L E

C O

M M

U N

I C

A T

I O

O D

U L E

EXISTING

ENRAF ATG

SYSTEM RTU

EXISTING

ETHERNET

HUB

CAT 6

FIBER

OPTIC

CONVERTER

FIBER OPTIC

PATCH PANEL

BUILDING 414

FIBER

OPTIC

CONVERTER

FIBER OPTIC

PATCH PANEL

CAT 6

4-STRAND FIBER

OPTIC CABLE

ETHERNET HUB

(WITH SPARE PORT FOR

LAPTOP CONNECTION),

GOVERNMENT

FURNISHED,

GOVERNMENT

INSTALLED

C O

N T

R O

Y S

T E

L O

I A

G R

A M

E-609

D S

R T

H C

H M

C A

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

D A

T E

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

M A

R K

D E

S C

R I P

T I O

N A

P P

D A

T E

C O

N T

R A

OMAHA DISTRICT

O M

A H

E B

R A

S C

U E

A N

B E

A L

F B

A us tin

B ro ck en br ou gh E

N G

E R

N S

U L T

R ic hm on d, V ir gi ni a w w w .b ro c k e n b ro u g h .c o m

B ou ld er S pr in gs D ri ve

, S ui te x

B R

O C

K E

N B

R O

U G

X X

B I D

D I N

H A

S E

Sheets and Views

D-101 DEMOLITION SITE PLAN

D-401 PUMP SHELTER AND RECEIPT FILTRATION DEMOLITION

M-403 TRUCK OFF-LOADING PLAN

M-407 TANK PARTIAL PIPING PLANS

M-502 TANK DETAILS

M-505 TANK DETAILS

M-510 DETAILS

M-511 DETAILS

M-601 FLOW DIAGRAM

M-604 SCHEDULES

MI601 BULK STORAGE TANK AND PRODUCT RECOVERY TANK

E-101 ELECTRICAL SITE PLAN

E-609 CONTROL SYSTEM BLOCK DIAGRAM

File details come from the government source that posted it. Updated Jul 28, 2021.