W9128F24R0004_Amd 0003_Drawings.pdf
PDF 4 MB Posted
- Attached to
- Construct Emergency Power Plant Fuel Storage, Cavalier SFS, ND Federal contract opportunity
- Solicitation number
- W9128F24R0004
About this file
This document contains drawings and specifications related to the construction of an Emergency Power Plant Fuel Storage facility at the Cavalier Space Force Station in North Dakota. The solicitation number is W9128F24R0004, and the project involves constructing a 360,000-gallon fuel storage farm to operate the emergency power plant for the Perimeter Acquisition Radar Attack Characterization System (PARCS). The project includes utility infrastructure, exterior communications, and site preparation. The drawings provide details on the pumphouse layout, electrical wiring diagrams, fuel system components, storage tank design, and pipe support systems. This is an unrestricted solicitation open to both large and small businesses, with a best value tradeoff source selection process following FAR Part 15 procedures. The contracting office is the USACE Omaha District.
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P L
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EP101
PUMPHOUSE PLAN
SCALE: 1/4" = 1'
A1
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M RPBP
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W
D C
W
S
UH-4
UH-5
UH-1
UH-2
UH-3
UH-6
M M M
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M M
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PB-14,16,18
PB-2,4,6
PB- 8,10,12
PB- 7,9,11
PA-4
PA-5
EWH-1
J
J
J
J
EF-2
EF-1
PA-6,8,10
PA-7,9,11
MCC
PA-13
PA-14
PA-12
PA-16
ATG
LS
MCC
T-2
PA PB
ATG
PCP
AND HI-HI LEVEL BYPASS SWITCHES
ISSUE PUMP H-O-A, FLOWBYPASS,
H-O-A SWITCH
POLISHING PUMP
FROM ATG/PCP
ALARM HORN
ATG CONTROL PANEL.
AND CONTROL/SIGNAL WIRES BACK TO
SENSOR IS TO GET BOTH POWER
IN PUMPHOUSE CONTROL ROOM.
LEAK DETECTION SENSOR TO ATG PANEL
FEILD ROUTE CONDUIT/CABLE FOR SUMP
(701) 356-8435. O'DAY EQUIPMENT (CONTACT WARREN BROWN AT
PUMP HOUSE SUMP. tHIS REPROGRAMMING EFFORT TO UTILIZED
LINE LEAK DETECTION SENSORS, AND LEAK DETECTION,AT
EIGHT NEW STORAGE TANKS, ADD BUFFER TANK, ADD TWO FUEL
ROOM FUEL COMPUTER TO REMOVETWO OLD TANKS, ADD
4. RE-PROGRAMMING OF EXISTING POWER HOUSE CONTROL
FUEL MONITOR COMPUTER.
HOUSE CONTROL ROOM (APPROX 100 FEET).TO THE EXISTING
CONECTION BY ADDING NEW FIBER JUMPERS IN THE POWER
EXISTING FACILITY 805, AND CONTINUING THIS FIBER
ATG IN THE PUMPHOUSE CONTROL ROOM AND
3. OTHER WORK INCLUDES CONNECTION OF FIBER OPTICS FOR
MAIN FIRE PANEL.
HOUSE CONTROL ROOM (APPROX 100 FEET).TO THE EXISTING
CONECTION BY ADDING NEW FIBER JUMPERS IN THE POWER
EXISTING FACILITY 805, AND CONTINUING THIS FIBER
FIRE ALARM PANEL IN THE PUMPHOUSE CONTROL ROOM AND
2. OTHER WORK INCLUDES CONNECTION OF FIBER OPTICS FOR
1. SEE CONDUIT AND CABLE SCHEDULES ON SHEET EP602
GENERAL NOTES:
LS
FS
LS
HPV
HPV
HPV
HPV
FSFS
N.O.
N.O.
A3
POLISHING PUMP
SCALE: NTS
H3
FUELING ISSUE PUMP
SCALE: NTS
H9
FUELING ISSUE PUMP
SCALE: NTS
D15
PCP ALARMS
SCALE: NTS
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MCP
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L2
L3
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OL
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OL'S
CPT
480V-120V
MC
HT TR3
ON-DELAY
MC-3
MOTOR SPACE HEATER
NCTO
FS3
LOCATED IN PUMP HOUSE
TR3
MC-3
LOCATED IN PUMPHOUSE
MCP
L1
L2
L3
G
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OL
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HAND AUTO
OL'S
CPT
480V-120V
MC
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MC-1
MOTOR SPACE HEATER
MC-1
(STOP)
HIGH LEVEL
(STOP OVERFLOW)
HI-HI LEVEL
(START)
LOW LEVEL
MC-1 MC-2
NOTE 1
1. INTERLOCK TO DISABLE RECIRCULATION PUMP ON START OF EITHER FUELING TRANSFER PUMP.
NOTES:
3. ALL PORTIONS OF THE ISSUE PUMP CONTROL SYSTEM ARE HCI, AND REQUIRED TO FUNCTION POST HEMP.
MOTOR CYCLING, THE CONTROL FUNCTION OF THE LEVEL SWITCHES IS REMOVED POST HEMP.
SWITCHES ARE INTENDED TO SURVIVE A HEMP EVENT, BUT TO REDUCE OPERATOR INTERACTION AND
OTHER PUMP IN "HAND" AND ITS HI-HI LEVEL BYPASS SWITCH TO "BYPASS". BUFFER TANK LEVEL
HI-HI BYPASS SWITCH IN "BYPASS". IN THE EVENT THAT THAT PUMP DOES NOT OPERATE, PLACE THE
2. POST HEMP - OPEN ALL ISSUE AND RECIEPT VALVES, PLACE PRIMARY PUMP IN "HAND" AND PLACE
1. NORMAL OPERATION IS TO HAVE ONE FUELING TRANSFER PUMP IN AUTO, WHILE THE OTHER IS IN OFF
NOTES:
ox
NORM BYPASS
HCI
TR1
NCTO
FS1
TR1
ON-DELAY
ox
NORM BYPASS
LOCATED IN PUMPHOUSE
MCP
L1
L2
L3
G
M
OL
OL
OL
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OFF
HAND AUTO
OL'S
CPT
480V-120V
MC
HT
MC-1
MOTOR SPACE HEATER
MC-2
(STOP)
HIGH LEVEL
(STOP OVERFLOW)
HI-HI LEVEL
(START)
LOW LEVEL
3. ALL PORTIONS OF THE ISSUE PUMP CONTROL SYSTEM ARE HCI, AND REQUIRED TO FUNCTION POST HEMP.
MOTOR CYCLING, THE CONTROL FUNCTION OF THE LEVEL SWITCHES IS REMOVED POST HEMP.
SWITCHES ARE INTENDED TO SURVIVE A HEMP EVENT, BUT TO REDUCE OPERATOR INTERACTION AND
OTHER PUMP IN "HAND" AND ITS HI-HI LEVEL BYPASS SWITCH TO "BYPASS". BUFFER TANK LEVEL
HI-HI BYPASS SWITCH IN "BYPASS". IN THE EVENT THAT THAT PUMP DOES NOT OPERATE, PLACE THE
2. POST HEMP - OPEN ALL ISSUE AND RECIEPT VALVES, PLACE PRIMARY PUMP IN "HAND" AND PLACE
1. NORMAL OPERATION IS TO HAVE ONE FUELING TRANSFER PUMP IN AUTO, WHILE THE OTHER IS IN OFF
NOTES:
ox
NORM BYPASS
HCI
TR2
NCTO
FS2
TR2
ON-DELAY
ox
NORM BYPASS
AR1
AR1
TEST
AR2
AR3
SILENCE
R
HORN
LIGHT
ALARM
CR
CR-1
CR-1
W
POWER
R
ATG ALARM
ATG ALARM
FROM ATG
DRY CONTACT
AR2
R
LOW FLOW
FUELING PUMP 1
MC1
FS1
TR4
OFF-DELAY
TR4
NOTC
AR4
AR3
R
LOW FLOW
FUELING PUMP 2
MC2
FS2
TR5 OFF-DELAY
TR5
NOTC
AR4
R
LOW FLOW
POLISHING PUMP
MC3
FS3
TR6 OFF-DELAY
TR6
NOTC
120V CIRCUIT
PCP
LOCATED IN PUMP HOUSE
2. ALL RELAYS, TIMERS, LIGHTS, AND SWITCHES IN PCP.
1. ALARMS GENERATING LOCAL HORN, LOCATED IN PUMP CONTROL PANEL (PCP).
NOTES:
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M-001
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FUEL SYSTEM LEGEND:
CONTROL VALVE
IF
DIFFERENTIAL PRESSURE GAUGE
DIFFERENTIAL PRESSURE TRANSMITTER
LIQUID LEVEL INDICATOR
METER
PRESSURE INDICATING TRANSMITTER
PRESSURE GAGE - SEE DETAIL ON SHEET M-502
BASKET STRAINER
FLOW SWITCH
SIGHT FLOW INDICATOR
ANGLE TYPE CONTROL VALVE
LINE SIZE REDUCER
BALL VALVE
DIESEL FUEL LINE
WYE STRAINER
PLUG VALVE
CAP
CONNECTOR
FLEXIBLE BALL JOINT
FLEXIBLE HOSE
CHECK VALVE
NEEDLE VALVE
INSULATING FLANGE
LIMIT SWITCH
SAMPLE CONNECTION - SEE DETAIL ON SHEET M-502
CONTROL VALVE WITH SOLENOID OPERATED PILOT SYS.
HYDRANT CONTROL VALVE
NON-SURGE CHECK VALVE WITH RATE OF FLOW CONTROLLER
RELIEF VALVE - SEE DETAIL ON SHEET M-502
BPCV
CV
D/FV
DPT
ESO
FP
FSCV
FSI
HLV
IF
MAV
O.V.
PCV
PS
SFI
PRP
AAV
FSR
N.C.
N.O.
WC
AUTOMATIC AIR VENT
BACK PRESSURE CONTROL VALVE
NON-SURGE CHECK VALVE W/RATE
OF FLOW CONTROLLER
DEFUEL/FLUSH VALVE
DIFFERENTIAL PRESSURE TRANSMITTER
EMERGENCY SHUT-OFF VALVE
FUELING PUMP
FILTER SEPARATOR CONTROL VALVE
FILTER SEPARATOR ISSUE
FILTER SEPARATOR RECEIVING
HIGH LIQUID LEVEL SHUT-OFF VALVE
INSULATING FLANGE
MANUAL AIR VENT
NORMALLY CLOSED
NORMALLY OPEN
OVER FILL VALVE
PRESSURE CONTROL VALVE
PIPE SUPPORT
SIGHT FLOW INDICATOR
WATER COLUMN
PRESSURE SENSOR
TEMPERATURE SENSOR
MOTORIZED VALVE
M
PRODUCT RETURN PUMP
CS CARBON
SS STAINLESS STEEL
MECHANICAL FUELING NOTES:
13. CONTRACTOR MUST ADJUST FITTINGS AS REQUIRED TO INSTALL SUBMITTED EQUIPMENT.
BRANCH CONNECTIONS ARE PER UFGS 33 52 43.13 UNLESS CALLED OUT OTHERWISE.12.
ALL PIPING IS EXTERIOR EPOXY COATED CARBON STEEL.11.
DRAWINGS.
CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENTS AND
COORDINATE CONSTRUCTION OF ALL MECHANICAL FUELING WORK WITH STRUCTURAL, 10.
ITS WORK.
CONTRACTOR SHALL PROVIDE TEMPORARY PIPE SUPPORTS AS REQUIRED TO COMPLETE 9.
TO ABOVEGROUND PIPING.
PROVIDE FBE COATING A MINIMUM OF 6 INCHES BEYOND TRANSITION FROM BELOWGROUND 8.
PROVIDE CLASS 150 BLIND FLANGES AT ALL PIPE TERMINATIONS.7.
PIPE FLANGES SHALL BE ASME B16.5, CLASS 150 UNLESS NOTED OTHERWISE.6.
ALL PIPING BENDS SHALL BE LONG RADIUS UNLESS NOTED OTHERWISE.5.
VALVES AND SAFETY RELIEF VALVES SHALL BE LOCKED OPEN WITH KEYED ALIKE PADLOCKS.
ALL MAINTENANCE BALL VALVES DOWNSTREAM AND UPSTREAM OF THERMAL RELIEF 4.
SMALL BORE PIPING IS INDICATED SCHEMATICALLY.3.
BASED ON PIPE SUPPORT DETAILS INDICATED IN THE CONTRACT DRAWINGS.
CONTRACTOR SHALL ESTABLISHING TOP-OF-CONTRETE ELEVATIONS FOR PIPE SUPPORTS
ADJUSTMENTS REQUIRED TO COMPLETE PIPING WORK.
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ELEVATIONS AND RESULTING
NEW PIPE ELEVATIONS ARE BASED ON THE BEST INFORMATION AVAILABLE.
BE INSTALLED IN THE PROVIDED SPACE.
EQUIPMENT SELECTION AND ADJUST SYSTEMS TO ENSURE THAT EQUIPMENT AND PIPE CAN
VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONNECTIONS THAT ARE DETERMINED BY 2.
OPERATIONAL FUELING SYSTEM.
VIEWS. USING THESE DRAWINGS AND PROJECT SPECIFICATIONS, CONSTRUCT A FULLY
DRAWINGS ARE IN GENERAL SCHEMATIC IN NATURE; NOT ALL COMPONENTS ARE SHOWN IN 1.
LEAK SENSOR
OVERFILL VALVE
TANK VENT
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M-101
PUMPHOUSE PLAN
SCALE: 1/4" = 1'
A1
3" X 4" REDUCING TEE
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US Army Corps
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LS
FS
LS
HPV
HPV
HPV
HPV
FSFS
N.O.
N.O.
M RPBP
D C
W
D C
W
NORTH
PLAN
W/ INTERNAL BYPASS
PUMP 50 GPM (TYP)
DISPLACEMENT ISSUE
POSITIVE
SEPARATOR
POLISHING FILTER/
TANK
1000 GALLON BUFFER
STRAINER (TYP 3)
4" BASKET
100 GPM
FUEL POLISHING PUMP
4"
(TYP)
3" TANK ISSUE PIPING
PIPING (TYP)
4" TANK RECEIPT
LEAK DETECTION SYSTEM TO FOLLOW UFGS 33 01 50.31.10.
A CRACKING PRESSURE NO MORE THAN 0.2 PSIG.
THE OVERFLOW CHECK VALVE AND RECEIPT CHECK VALVE MUST BE THE SILENT TYPE WITH 9.
SEE EC502 FOR ISOLATION FLANGE (IF) DETAILS.8.
ALL PRESSURE RELIEF SET POINTS SHALL BE 50 PSI.7.
SEE MS405 FOR ISSUE AND RECEIPT PIPING DIMENSION OFFSETS6.
CONTRACTOR TO FIELD ROUTE TRV PIPING TO BUFFER TANK.5.
MUST BE FULL PORT.
ALL VALVES UPSTREAM OF THE PUMPS AND BETWEEN THE TRUCK OFFLOADS AND TANKS4.
OPERATIONS
POSITION MANUAL VALVE HANDLES TO AVOID INTERFERENCE AGAINST NORMAL3.
PIPE TO BE CS.
ALL UNDERGROUND PIPING TO BE DOUBLE-WALL. CARRIER PIPE TO BE CS, CONTAINMENT 2.
ALL ABOVE GROUND PIPING IS EXTERIOR COATED CARBON STEEL 1.
MECHANICAL FUELING NOTES:
EYWASH
EMERGENCY
4" BALL VALVE (TYP)
3" CHECK VALVE (TYP)
4" CHECK VALVE (TYP)
LINE
3" OVERFLOW
4" VENT PIPING
TRANSITION
UNDERGROUND
ABOVEGROUND TO
BUILDING
PUMPHOUSE
PRE-ENGINEERED
0 4' 8'2'
4"
4"
M-301
A1
M-301
H1
M-301
H13
NOTE 5
1" PRV PIPING. SEE
VALVE (TYP)
PRESSURE RELIEF
TO ATG
LEAK SENSOR TIED
METER
DISPLACEMENT
POSITIVE
RECEIPT PIPING
TRUCK OFFLOAD
6" ABOVE GROUND
4" BASKET STRAINER
DETAIL
SEE MS502 FOR
PIPE SUPPORT (TYP)
ADJUSTABLE TYPE
M-302
H1
M-302
A11
M-301
A15
IF
IF
IFIFIFIFIFIFIFIFIFIFIF
IF
IFIFIFIF
IF
SUMP
PUMPHOUSE FLOOR
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4"
BV-102PH
4"
CV-102PH
P-001
P-002
4"
BV-202PH
4"
CV-202PH
4"
BV-101PH
S-001
1"
CV-101PH
1"
CV-201PH
B V
S
D
B V
S
D
4"
BV-201PH
S-002
4"
BV-103PH?
4"
BV-104PH
4"-CS150-FO-PH
4"
BV-303PH
4"
CV-302PH
4"
BV-304PH
1"
BV-F-001-D
P-003
4"
BV-302PH
1"
CV-301PH
B V
S
D
4"
BV-301PH
S-003
TK-009
F-001
3"
CV-103PH
3"-CS150-FO-OF
B V
P
H
C V
P
H
B V
P
H
B V
T I
B V
T I
B V
T I
B V
T I
B V
T I
B V
T I
BV-107TI
C V
O L
B V
O L
S
1"
BV-S-004-D
x
C
S
F
O O
L
C
S
F
O T
K
R
C
S
F
O T
K
R
C
S
F
O T
K
R
C
S
F
O T
K
R
C
S
F
O T
K
R
C
S
F
O T
K
R
C
S F
O T
K R
C
S
F
O T
K
R
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
B V
P
H
M
F O
F R
O M
T K
M
F O
F R
O M
T K
M
F O
F R
O M
T K
M
F O
F R
O M
T K
M
F O
F R
O M
T K
M
F O
F R
O M
T K
M
F O
F R
O M
T K
M
F O
F R
O M
T K
PI
PI
PI
PI
PI
PI
PI
PI
PI
HHLS
9-1
I
HLS
9-2
LLS
9-3
HS
LT
9-4
LI
LI
. RADAR CONTROL ROOM
EXISTING COMPUTER IN
F
IB
E R
I
TIMER
HS
INTERNAL TO PUMP
INTERNAL TO PUMP
INTERNAL TO PUMP
LS
HS
FROM TANKS 1-4
18 M-202
FROM TANKS 5-8
19 M-203
M-001
4"
T
T
PI
M
F O
O F
F L
O A
D
M
F O
T O
T K
M
F O
T O
T K
M
F O
T O
T K
M
F O
T O
T K
M
F O
T O
T K
M
F O
T O
T K
M
F O
T O
T K
M
F O
T O
T K
LS
FS
4" VENT
PUMPHOUSE
IN
SENSOR
LEAK
VAULT
EXISTING
IN
SENSOR
LEAK
FS
FS
I
TIMER
I
TIMER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
M-204
P U
M P
H O
U S
E
Z
S M
E D
L E
Y
Z S
M E
D L
E Y
D
S C
H E
U F
F E
L E
A
M G
E N
E R
A L
R E
V
IS
IO
N
N W
O A
E C
D
W G
W o rk
S p a c e
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D
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D M
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:2
A M
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/2
P
D
A E
C p d f.
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D
S
C H
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F F
E L
E
Z
S M
E D
L E
Y
D S
C H
E U
F F
E
M P
H O
U S
E S
E C
T
IO
N S
O
F
M-301
OFF GIRTS WITH UNISTRUT.
JUST ABOVE THE ROOFLINE WITH A GOOSENECK. SUPPORT
4" VENT. TERMINATE ON THE EXTERIOR OF THE BUILDING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
LT
NC
FS
HPV
HPV
LT
LT
FS
H1
SCALE: 1/2" = 1'
ISSUE PUMP SECTION
H13
SCALE: 1/2" = 1'
FILTER SEPARATOR SECTION
0 2' 4'1' 0 2' 4'1'
0 2' 4'1'
GRADE
PUMPHOUSE FINISH
DISCHARGE HEADER
4" ISSUE PUMP
TANK
SINGLE WALL BUFFER
1000 GALLON UL-142
BELOW TANK ROOF.
OF PIPE SET AT 8"
3" CHECK VALVE. TOP
RECEIPT PIPING
3" OVER-FLOW
ABOVE TANK BOTTOM.
PIPE SET AT 1/2"
PIPING. BOTTOM OF
4" GENERATOR ISSUE
ELECTRICAL
GROUNDING LUG. SEE
OUTLET PIPE)
ABOVE TOP OF
SWITCH (SET 2"
LOW LEVEL FLOAT
BOTTOM OF PIPE.
BELOW OVERFLOW
SWITCH SET 1"
HIGH LEVEL FLOAT
1" BELOW TANK ROOF.
SWITCH SET AT
HIGH-HIGH LEVEL FLOAT
CONCRETE TANK PAD
EMERGENCY VENT
PRIMARY
3" X 4" REDUCER TEE
DISCHARGE
4" ISSUE PUMP
4" CHECK VALVE
CONNECTOR
4" METALLIC FLEX
3" X 4" REDUCER
ISSUE PUMP
DISCPLACEMENT
50 GPM POSITIVE GRADE
PUMPHOUSE FINISH
CONCRETE PUMP PAD
4" BASKET STRAINER
HEADER
4" TANK ISSUE PIPING
ISSUE
4" PIPING FROM TANK
PIPING
4" POLISHING RETURN
GRADE
PUMPHOUSE FINISH
VALVE
PRESSURE RELIEF
AIR ELIMINATOR
VESSEL
FILTER SEPARATOR
HEADER
4" TANK ISSUE PIPING
ELECTRICAL
GROUND ROD. SEE
CONNECT TO
4" CHECK VALVE
AND AFTER
STRAIGHT PIPE BEFORE
PIPE DIAMTERS OF
FLOW SWITCH. PROVIDE 5
A1
SCALE: 1/2" = 1'
1000 GALLON BUFFER TANK ELEVATION STORAGE TANK RECEIPT HEADER ELEVATION
SCALE: 1/2" = 1'
A13
0 2' 4'1'
EXTERIOR WALL
PUMPHOUSE
DETAIL X#-M-XXX
PENETRATION SEE
PIPING WALL
OFFLOAD
PIPING FROM TRUCK
6" ABOVEGROUND CS
RECEIPT (TYP)
STORAGE TANK
4" CS PIPING TO
DISCHARGE
POLISHING FILTER
4" CS PIPING FROM
BUFFER TANK
4" CS PIPING TO FROM
RELIEF PIPING NOT SHOWN FOR CLARITY.2.
SEE M-501 FOR PENETRATION DETAIL.1.
SHEET NOTES:
N D
M -3
.D W
G
HORIZONTAL POSITION.
POSITION, INSTALL IN
VALVE SHOWN IN VERTICAL
GAUGE
AUTOMATIC TANK
SPARE 2" FNPT
M
G
E N
E R
A L
R E
V
IS
IO
N
S
N W
O A
E C
D
W G
W o rk
S p a c e
\N
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-5 .d w g
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:2
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/2
P
D
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C p d f.
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D
S
C H
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F F
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S M
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L E
Y
D S
C H
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F F
E
M P
H O
U S
E D
E T
A
IL
S
M-501
1" FLANGED THERMAL RELIEF VALVE
4" INLET
TUBING INLET (SEE NOTE 3)
DIFFERENTIAL PRESSURE
SIGHT GLASS
OUTLET (SEE NOTE 3)
DIFFERENTIAL TUBING
1" LOCKABLE BALL VALVE
SEE NOTE 1
DUST CAP & CHAIN
CONNECTOR W/ FEMALE
1" MALE CAM-TYPE
CONNECT TO GROUND ROD
4" OUTLET
3/4" AUTOMATIC AIR VENT
LOW POINT DRAIN DETAIL
SCALE: NTS
J17
FLOW SWITCH DETAIL
J11
HIGH POINT VENT DETAIL
J7
PRESSURE GAUGE PIPE DETAIL
A13
RELIEF VALVE PIPING DETAIL
A17
CHECK VALVE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
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IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
NC
SEAL (TYP)
NITRILE BOOT
ELASTOMERIC SEAL
RESISTANT
SEGMENTED DIESEL
ADJUSTABLE
MECHANICALLY
FUEL RESISTANT SEALANT
BOOT CLAMPS
STAINLESS STEEL
TOP OF CONCRETE
AND 3" WATERSTOP
SLEEVE ANCHORHEAT SHRINK SEAL
CONTAINMENT PIPE
6" OR 8" FBE CARBON STEEL
3" OR 4" CARBON STEEL CARRIER PIPE
EXTEND PIPE NO MORE THAN 6" ABOVE GRADE
PIPE LINE
CAP
THREADED
" SCH. 40 PIPE4
BRANCH
" WELDING 4
6" AND SMALLER
POSSIBLE FOR PIPE LINES
DISTANCE AS SMALL AS
8" AND LARGER. KEEP
2" MINIMUM FOR LINES
VALVE
" BALL 4
"A"
DIESEL DS-2
"A"
BRANCH
1" WELDING
4 x "C"
BLIND FLANGE
ARROW
YELLOW FLOW
REDUCER
" x 3" NIPPLE2
PIPE
ALL AROUND
YELLOW BANDS (4 EA.)
BALL VALVE
(INCHES)
PIPE DIAMETER
SIZES OF LETTERS AND BANDS
UNDER 3
3 - 6
6 - 9
OVER 9
4.5
(INCHES)
AND SPACING
BAND WIDTH
A
(INCHES)
SIZE
TITLE LETTER
B
0.5
(INCHES)
AND ARROWS
BACKGROUND
C
ON FILTER SEPARATORS, LOCK BALL VALVE OPEN USING PLASTIC STRAPS (CAR SEALS)
NOTE:
PIPE
BLIND FLANGE
BALL VALVE
1"x3" NIPPLE
WELDING BRANCH
RELIEF VALVE
BALL VALVE
90° ELBOW
N.O.
N.O.
LENGTH TO SUIT LOCATION
C
F-54
YELLOW LETTERS AND OUTLINE
DAMPER
PULSATION
N.C.
FLOW VANE
FIELD TRIM
FLOW
3" OPENING
2-1/2" 150 LB. ANSI
CONDUIT CONNECTION
2-1/2" ANSI FLANGE
3" WELDING BRANCH
RADIOGRAPHED
2-1/2"x3" REDUCER
FLOW SWITCH
1" NPT
MOUNTING FLANGE
EQUIPMENT FURNISHED.
MODIFIED AS REQUIRED FOR
NOTE: THIS DIMENSION SHALL BE
CARRIER PIPE
BRANCH
1 1/2" WELDING
1 1/2" BALL VALVE
SHALL MATCH CARRIER PIPE MATERIAL.
LPD PIPING AND COMPONENT MATERIAL 1.
NOTES:
SHOWN.
DRAIN LINE WHERE
DUSTCAP. TIE TO
1 1/2" SS CAMLOCK/
ON BLACK BACKGROUND
"B" HIGH WHITE LETTERS
PRODUCT SYMBOL
A1
SCALE: NTS
FILTER SEPARATOR DETAIL
NOTES:
4. SEE UFGS 33 57 55 FOR FILTER/SEPARATOR REQUIREMENTS
3. TUBING SHALL BE 1/4" STAINLESS STEEL W/NPT COMPRESSION FITTINGS.
2. ALL JOINTS SHALL BE SOCKET WELDED EXCEPT WHERE SHOWN.
1. VALVES AND PIPING ROTATED FOR CLARITY. CONTRACTOR SHALL INSTALL FOR EASE OF ACCESSIBILITY.
J1
SCALE: NTS
CONCRETE SLAB PENETRATION DETAIL
A7
SCALE: NTS
PRODUCT FLOW SYMBOL DETAIL
N D
M -5
.D W
G
1. SEE MS505 FOR ADDITIONAL DOUBLE WALL PIPING DETAILS
NOTE:
M
G
E N
E R
A L
R E
V
IS
IO
N W
O A
E C
D
W G
W o rk
S p a c e
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D
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S .d w g
:1
:5
A M
/1
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P
D
A E
C p d f.
p lt c fg
D
S
C H
E U
F F
E L
E
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S M
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Y
D S
C H
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F F
E
T
O R
A G
E T
A N
K D
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A
IL
S
MS501
UNDERGROUND STORAGE TANK PLAN (TYP TANKS 5, 6, 7, & 8)
SCALE: 1/4" = 1'
G7
SCALE: 1/4" = 1'
A7
UNDERGROUND STORAGE TANK ELEVATION
36" MANWAY 36" MANWAY
LINE TO PUMPHOUSE
36" MANWAY WITH SUCTION
FOR INTERSTITIAL SPACE
LEAK DETECTION MONITOR
WALL
FIBERGLASS SECONDARY TANK
36" MANWAY WITH MULTIPLE PORTS
36" MANWAY RECEIPT LINE
4" PRIMARY VENT PIPING
J
I
H
G
F
E
D
C
B
A
ID SIZE
UST
DIESEL / DS-2 FUEL
50,000 GALLON
TANK 5
DESCRIPTION
TANK APPURTENANCE SCHEDULE
36"
36"
3"
1"
4"
4"
4"
4"
4"
ACCESS MANWAY W/ LADDER
PRIMARY VENT
AUTOMATIC TANK GAUGE (ATG) PORT
CLOCK GAUGE
WATER DRAW-OFF
SUCTION LINE NOZZLE IN 36" MANWAY
F
G
JA B C D
E
I
H
4" MANUAL GAUGING HATCH
(ATG) PORT
4" AUTOMATIC TANK GAUGE
1" WATER DRAW-OFF
INDICATOR WITH 4" PORT
CLOCK GAUGE LIQUID LEVEL
STEEL PRIMARY TANK WALL
TYPE
THREADED (FNPT)
FLANGED (RFSO)
4"
MANUAL GAUGING HATCH
ACCESS MANWAY
INTERSTITIAL LEAK DETECTION MONITOR
FLANGED (RFSO)
FLANGED (RFSO)
FLANGED (RFSO)
THREADED (FNPT)
THREADED (FNPT)
THREADED (FNPT)
THREADED (FNPT)
THREADED (FNPT)
(TYP.)
STRIKER PLATE
SLOPE DOWN 2%
PORT
DETECTION MONITORING
INTERSTITIAL SPACE LEAK
1" WATER DRAW OFF PIPING
OPENING THE SUMP LID
EASILY VIEWED AFTER
BE LOCATED SO IT CAN BE
NOTE: CLOCK GAUGE MUST
TOP.
INDICATOR WITH 4" PORT AT
CLOCK GAUGE LIQUID LEVEL
4" ATG PORT
CONTAINMENT SUMP
AND 42" DOUBLE-WALLED
36" MANWAY WITH LADDER
CONTAINMENT SUMP
DOUBLE-WALLED
36" MANWAY WITH 42"
SUMP
WALLED CONTAINMENT
36" MANWAY WITH DOUBLE-
3" SUCTION LINE TO PUMPHOUSE
SUMP
WALLED CONTAINMENT
36" MANWAY WITH DOUBLE-
POLISHING RETURN
TO TRUCK OFFLOAD AND
OVERFLOW VALVE ROUTED
4" FILL LINE WITH
AT 95%
SET TO ACTUATE
WITH FLOAT (TYP)
OVERFLOW VALVE
RACK
UNDERGROUND TO VENT
4" VENT PIPING ROUTED
HOLD DOWN SLAB. SEE SS101.
FILL IN 36" MANWAY
FOOT VALVE
PIPING
ON WATER DRAWOFF
BALL VALVE AND CAMLOCK
SEE CP501
CONCRETE SLAB
HATCH
4" MANAUL GAUGING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
0 4' 8'2'
0 4' 8'2'
NOTE: MIRRORED FOR TANKS 1, 2, 3, & 4
SPACE PER MANUFACTURER'S REQUIREMENTS.
LENGTH TO PROPERLY INSTALL THE SENSOR AT THE LOW POINT OF THE UST INTERSTITIAL
ENSURE THE INTERSITIAL LEAK DETECTION MONITOR SENSOR CABLE IS OF SUFFICIENT5.
SUMP MANUFACTURER.
MANUFACTURER. REPAIRS TO THE SUMP MUST BE OF AN APPROVED PROCESS BY THE
ALL SUMP PENETRATIONS MUST BE COORDINATED WITH AND MANUFACTURED BY THE SUMP4.
TANK HOLD DOWN STRAPS NOT SHOWN FOR CLARITY.3.
SEE UFGS 31 00 00 EARTHWORK FOR BACKFILL REQUIREMENTS.2.
ALL PENETRATIONS SHALL BE WITHIN SUMPS.1.
NOTES:
N D
M S
.D
W G
A
M G
E N
E R
A L
R E
V
IS
IO
N
S
N W
O A
E C
D
W G
W o rk
S p a c e
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D
\N
D M
S .d w g
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:2
A M
/1
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P
D
A E
C p d f.
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D
S
C H
E U
F F
E L
E
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S M
E D
L E
Y
D S
C H
E U
F F
E
C H
A N
IC
A
L D
E T
A
IL
S
MS503
1" CS WATER DRAW OFF PIPING4" CS LIQUID LEVEL INDICATOR PIPING
4" CS ATG PIPING 4" CS MANUAL GAUGING HATCH
4" CS TANK RECEIPT ELBOW
3" CS TANK ISSUE ELBOW
VALVE OPERATOR. EXTEND UP TO 2' BELOW GRADE
CONCRETE PAD (TYP) SEE CP501
LEAK SENSOR TIED TO ATG
2" CS INTERSTITIAL LEAK DETECTION RISER PIPING
INTERSTITIAL LEAK DETECTION JUNCTION BOX
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
LS
LS
LS
LS
TANK RECEIPT SUMP DETAIL
H1
SCALE: 1" = 1'
TANK APPURTENANCE SUMP DETAIL
A1
SCALE: 1" = 1'
TANK ISSUE SUMP DETAIL
A11
SCALE: 1" = 1'
4" CS PRIMARY VENT ELBOW
0 1' 2'6" 0 1' 2'6"
0 1' 2'6"
N D
M S
.D
W G
SEE UFGS 33 01 50.31 FOR LEAK DETECTION REQUIREMENTS.3.
SEE UFGS 33 56 10 FOR SUMP REQUIREMENTS.2.
VALVES MUST HAVE OPERATORS THAT EXTEND TO UP TO 2' BELOW GRADE.1.
NOTES:
VALVE OPERATOR. EXTEND UP TO 2' BELOW GRADE
RESISTANT SEALANT AT MANWAY-CONCRETE INTERFACE. (TYP)
MANWAY COVER FLUSH WITH CONCRETE SLAB. PROVIDE FUEL
LEAK SENSOR TIED TO ATG
M
G E
N E
R A
L R
E V
IS
IO
N
N W
O
A E
C
D W
G
W o rk S p a c e
\N
D
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S
S
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A M
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/2
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D
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p lt c fg
D
M
O U
S E
L
N D
U B
A S
N
D U
B A
S
P
IP
E S
U P
P O
R T
P L
A N
A N
D S
C H
E D
U L
SS102
PS-10
PS-2A
PS-2A
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PS-2
PIPE SUPPORT PLAN
SCALE: NTS
A2
EDGE SLAB
THICKENED
PIPE SUPPORT PIER
20" X 20" CONCRETE
SUPPORT PIER (TYP)
24" DIA. CONCRETE PIPE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E M
E R
G E
N C
Y P
O W
E R
P L
A N
T F
U E
L S
T O
R A
G E
C A
V A
L
IE
R S
P A
C E
F O
R C
E S
T A
T
IO
N
N D
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E
O M
A H
A
N E
A N
S I
D
A P
R
IL
M R
E
IN
IG
A D
V E
R T
IS
E
M E
N T
W F
R
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P N
E G
Y N
LS
FS
LS
HPV
HPV
HPV
HPV
FSFS
N.O.
N.O.
LS
FS
LS
HPV
HPV
HPV
HPV
FSFS
N.O.
N.O.
PS-3
PS-4
PS-5
PS-6
PS-7
PS-8
PS-9
N D
S
S .D
W G
PIPE SUPPORT SCHEDULE
DIAMETER
PIPE
(FT)
TO B.O.P.
FIN. GRADE
DIST. FROM
REMARKS
PS-2 4" ADJUSTABLE
PS TYPE
SUPPORT
PIPE
SEE SECTION G15 ON MS502
PS-3 6" 1.471 AS
SEE SECTION G15 ON MS502
PS-4 6" 1.546 GS
PS-5 6" GS
PS-6 GS
PS-7 FS
PS-8 6" GS
PS-9 6" 1.367
SEE SECTION A7 ON SS501
1.618
6" 1.571
6" 1.295
1.466
GS
VARIES
PS-2A 6" ADJUSTABLEVARIES
PS-10 6" 1.450 AS
(SHT. SS501)
PIER DETAIL
N/A
N/A
SEE SECTION A1 ON SS501
SEE SECTION A1 ON SS501
SEE SECTION A1 ON SS501
SEE SECTION L11 ON SS501
SEE SECTION A1 ON SS501
SEE SECTION A1 ON SS501
SEE SECTION A7 ON SS501
D16
D16
D16
D16
D16
D16
D16
G7
COORDINATES
EASTNORTH
N/AN/A
N/A N/A
639345.854 2595167.898
2595176.028639337.172
639324.764 2595187.648
639317.400 2595194.544
639307.268 2595196.159
639305.008 2595206.174
639292.599 2595217.795
639285.127 2595224.793
(FT)
ELEVATION
FIN. GRADE
VARIES
VARIES
1174.07
1174.04
1174.12
1174.20
1174.51
1174.35
1174.60
1174.57
A
M
G
E N
E R
A L
R E
V
IS
IO
| ND45EP101 |
| ND45EP604 |
| ND45M-001 |
| ND45M-101 |
| ND45M-204 |
| ND45M-301 |
| ND45M-501 |
| ND45MS501 |
| ND45MS503 |
| ND45MS601 |
| ND45SS102 |
File details come from the government source that posted it. Updated .