W912HN-18-R-3007_AMD2.pdf
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W912HN-18-R-3007 AMD2 DRAWINGS
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S O
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US Army Corps
U .S
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S E
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N S
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IN
A
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T T
A N
K E
R T
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C K D
E L
IV
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Y S
Y S
T E
M
-9
-0
ISSUED FOR CONSTRUCTION
MATCH LINE - AREA 1
M A
T C
H L
IN
E A
R E
A
MATCH LINE - AREA 5
MW
C
MW
E
E
MW
MW
N
RESPONSIBLE FOR REPAIR
IS RESPONSIBLE FOR REPAIRING/REPLACING ANY DAMAGED WELLS.
9. EXISTING MONITORING WELLS TO REMAIN & BE PROTECTED. THE CONTRACTOR
NEW CONSTRUCTION.
ASBESTOS COATED; REMOVAL IS ONLY REQUIRED WHERE CONFLICTING WITH
8. ABANDONED FUEL, WATER, & SANITARY SEWER LINES ARE KNOWN TO BE
SOURCE CONNECTION AS DEAD LEGS ARE NOT ALLOWED.
7. UTILITY LINES TO BE ABANDONED MUST BE CAPPED/TERMINATED AT THE
NECESSARY WHERE EXISTING PAVEMENT IS TO REMAIN.
6. REMOVAL ALL CURBING TO NEAREST JOINT LINE. REPLACE CURBING AS
WITH 3 FEET OF CONCRETE.
5. FOR STORMWATER UTILITY ABANDONMENT; PLUG ENDS OF PIPING & STRUCTURES
REMOVALS OCCURRED AND TESTED IN ACCORDANCE WITH SPEC 33 56 19.
WITH HDPE BOOTS. CONTRACTOR SHALL REPAIR & REPLACE HDPE LINER WHERE
WITHIN TANK CONTAINMENT AREAS SHALL BE COMPLETELY REMOVED ALONG
REMOVED WITH THE CONCRETE PIERS TO REMAIN. BID OPTION: PIPE SUPPORTS
REMOVED. BASIC BID: PIPE SUPPORTS WITHIN DIKED CONTAINMENT SHALL BE
4. ALL PIPE SUPPORTS OUTSIDE DIKED CONTAINMENT SHALL BE COMPLETELY
DEMOLITION.
3. FOR ADDITIONAL DEMOLITION REQUIREMENTS SEE SPECIFICATION 02 41 00
2. FOR PHASING REQUIREMENTS SEE SHEETS GC100, MD100, & MS100.
1. REFER TO SHEET MD101 FOR FUEL PIPING DEMOLITION AND ABANDONMENT.
E9
KEY PLAN
SCALE: 1" = 200'
20' 40'0
GENERAL DEMOLITION NOTES:
DEMOLITION PLAN LEGEND:
ASPHALT PAVEMENT REMOVAL
CONCRETE PAVEMENT REMOVAL
UTILITY REMOVAL
CURBING REMOVAL
R -11
R -11
R -11
R -11
CO
CO
1 2
3 4
5 6
7 8
CP
CP
CP
CP
CP
CP
CP
C
O N
D U
IT
S
BUSHES
1 CONDUIT
J A
B A
R A
V
E N
U E
B R
O O
K S
S T
MW
S
E
C
MW
"H" CURBING
REMOVE TYPE
GRADING
RELOCATED AFTER
REMOVED &
LIGHTPOLE TO BE
PAVEMENT
SAWCUT
VERITCAL15" RCP
REMOVE
10" CS
REMOVE
18" DIP
REMOVE
INLET #22
CURB
REMOVE
"L" CURBING
REMOVE TYPE
PIPING
ALL ASSOCIATED
STRUCTURE AND
CONTAINMENT
REMOVE
AND ASSOCIATED APPURTENANCES
STORAGE TANKS, PIPE SUPPORTS,
PIPING TO THE ABOVEGROUND
REMOVE ALL ABOVEGROUND
TO REMAIN
CURB INLET
ASPHALT EDGE
SAWCUT ALONG
PAD
& CONCRETE
REMOVE ESEW
"F" CURBING
REMOVE TYPE
TO REMAIN
BLDG #3426
PAVEMENT
ASPHALT
SAW CUT
VERTICAL
PAVEMENT
ASPHALT
SAW CUT
VERTICAL
"P" CURBING
REMOVE TYPE
INLET #25
REMOVE DROP
UNGD UTILTIES
REMOVE UNKNOWN
INLET #33
REMOVE DROP
"P" CURBING
REMOVE TYPE
INLET #34
REMOVE DROP
FULL EXTENT
UNGD UTILITY TO
REMOVE UNKNOWN
TO FULL EXTENT
UNGD UTILITY
UNKNOWN
REMOVE
AND APPURTENANCES
ASSOCIATED PADS
SEPARATOR & ALL
REMOVE OIL/WATER
& LINES TO REMAIN
ELECTRICAL PANELS
PAD
CONCRETE
REMOVE
"B" CURBING
REMOVE TYPE
REMOVE 8" DIP
REMOVE JB #18
REMOVE JB #21
TO REMAIN
MANHOLE
12" RCP
REMOVE
12" RCP
REMOVE
12" RCP
REMOVE
REMOVE 6" PVC REMOVE 6" PVC
REMOVE 6" PVC
6" PVC TO REMAIN
TO REMAIN
8" DIP
"P" CURBING
REMOVE TYPE
REMAIN
WELL TO
MONITORING
MONITOR
WELL
FULL EXTENT
UNGD UTILITY TO
REMOVE UNKNOWN
POLE #0794
REMOVE LIGHT
8" DIP
REMOVE
TO REMAIN
DI #20
ASSOCIATED EQUIPMENT
WATER TANKS (2), PADS, &
REMOVE CONTAMINATED
UNDERGROUND FUEL LINES
AS NECESSARY TO INSTALL
REMOVE ASPHALT PAVEMENT
UNDERGROUND FUEL LINES
AS NECESSARY TO INSTALL
REMOVE ASPHALT PAVEMENT
AT 2' OFFSET TO BUILDING
PAVEMENT & CURBING
TO REMAIN; SAWCUT
PAVEMENT BENEATH BUILDING
THE GOVT.
TURNED OVER TO
TO BE REMOVED &
BASKETBALL HOOP
FOR NEW CONSTRUCTION
REMOVE AS REQUIRED
COATED FUEL PIPELINE;
ABANDONED ASBESTOS
REMOVE CLEANOUT
TO REMAIN
MONITORING WELL
INLET TO REMAIN
ELECTRICAL EQUIP
RELOCATE REMAINING
& CATHODIC PROT.;
REMOVE LIGHTPOLE
ELECTRICAL
REMOVE UNGD
ELECTRICAL
REMOVE UNGD
ELECTRICAL
REMOVE UNGD
ELECTRICAL
REMOVE UNGD
TO REMAIN
ELETRICAL
REMOVE POLE
POWER LINE
REMOVE OVERHEAD
TO MAIN
& CAPPED AT CONNECTION
WATER TO BE ABANDONED
\\nwofpcadd01\AEC_WS_001\SJ06\40000 Design Products\CAD_BIM\_Sheets\CXUCD103.dwg
9:56:00 AM 7/16/2018 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript
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A N
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E L
IV
E R
Y S
Y S
T
-9
-0
ISSUED FOR CONSTRUCTION
TF-4
TF-3
TF-2
OF-1
8"
PRODUCT RECOVERY TANK
4,000 GALLON ABOVEGROUND
PHASE 1 DEMOLITION
LIMITS DIRECTLY FOLLOWING
PHASE 1 CONSTRUCTION
PHASE 2 DEMOLITION
LIMITS DIRECTLY FOLLOWING
PHASE 2 CONSTRUCTION
CONNECTION
PIG LAUNCHER
OF-4 OF-3 OF-2
6"
PHASE 1 (TYP.)
10"
SYSTEM
10" TO TYPE III
FILLSTAND LOOP
10" TRUCK
PHASE 1 (TYP.)
PHASE 1 (TYP.)
FILLSTANDS
CONSTRUCT TRUCK
PHASE 1 (TYP.)
TF-1
4 - 400 GPM
OFFLOAD
PUMPS
SIDING
8" FROM MILLER
VALVE WITH MINIMAL DOWN TIME
TO NEW FULL PORT D.B.B. PLUG
CONNECT EXISTING FLANGE
8"
16"
8"
10"
ISSUE NOZZLE
PIPING TO NEW 16"
OPERATING ISSUE
CONNECT NEW 16"
RECEIPT NOZZLE
PROVIDE NEW 8" TANK
8" RECEIPT
16" ISSUE
8" RECEIPT
ISSUE NOZZLE
PIPING TO NEW 16"
OPERATING ISSUE
CONNECT NEW 16"
ISSUE
10" BULK
ISSUE NOZZLE
PIPING TO NEW 16"
OPERATING ISSUE
CONNECT NEW 16"
NOZZLE.
TO NEW 8" RECEIPT
TANK RECEIPT PIPING
CONNECT NEW 8"
PHASE 1 (TYP.)
PHASE 2 (TYP.)
TO EXISTING 8" TANK NOZZLE
CONNECT NEW 8" PIPING
ISSUE NOZZLE
PIPING TO NEW 16"
OPERATING ISSUE
CONNECT NEW 16"
CONNECT NEW WATER DRAW
OFF SYSTEM TO THE TWO
NEW 2" TANK NOZZLES.
(TYP. OF TANKS 1, 2, 3, 4 AND 5)
ISSUE
10" BULK
TO EXISTING 8" TANK NOZZLE
CONNECT NEW 8" PIPING
UNDERGROUND TRANSITION
ABOVEGROUND TO
N A1
OVERALL PIPING PLAN
SCALE: 1" = 30' 30' 60'0
8"10"6"
WASTEWATER TANK
4,000 GALLON ABOVEGROUND
SIDING
8" FROM MILLER
III SYSTEM
10" TO TYPE
1 WITH MINIMAL DOWNTIME
EXISTING AT THE END OF PHASE
RECEIPT LINE AND CONNECT TO
DEMO UNUSED MILLER SIDING
ISSUE
10" BULK
ISSUE NOZZLE
PIPING TO NEW 16"
OPERATING ISSUE
CONNECT NEW 16"
TO EXISTING 8" TANK NOZZLE
CONNECT NEW 8" PIPING
TO FLUSH THE SYSTEM AND TRUCK FILLSTAND LOOP.
6. FUEL CAN BE TRANSFERRED BETWEEN OPERATING TANKS IN ORDER
DROP TANKS OR MILLER SIDING IF NECESSARY.
5. OPERATING TANKS CAN RECEIVE FUEL FROM OFFLOAD
FILTERED.
4. BULK TANKS CAN TRANSFER TO OPERATING TANKS
FILTERED OR NOT FILTERED.
3. BULK TANKS CAN TRANSFER FROM BULK TANK TO BULK TANK
BULK ISSUE OF FUEL.
FUEL. BUT, ONLY TANKS 2, 3, & 5 CAN BE USED FOR BULK RECEIPT &
FILLSTANDS, DEPENDING ON IF THE TANK IS ISSUING OR RECEIVING
2. ANY OF THE TANKS CAN BE USED TO ISSUE FUEL TO THE TRUCK
TANKS.
CAN ISSUE FUEL TO THE TRUCK FILLSTANDS FROM THE OPERATING
TO THE TYPE III SYSTEM, SIMULTANEOUSLY, WHILE THE FUELING PUMPS
THE TRANSFER PUMPS CAN TRANSFER FUEL FROM THE BULK TANKS
TANK PUMPS AND MILLER SIDING, SIMULTANEOUSLY, WHILE
1. THE BULK TANKS CAN RECEIVE FUEL FROM THE OFFLOAD DROP
NOTES:
DROP TANKS
2-10,000 GAL
1. ALL LOCATIONS WHERE DISSIMILAR METAL FLANGED CONNECTIONS RESIDE, STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE USED FOR CONNECTIONS.
NOTES:
R
R
R
R
CO
CO
B 407
95.55
ex. tbank
94.65
ex. tbank
94.14
ex. tbank
94.03
ex. tbank
93.82
ex. tbank
93.22
ex. tbank
93.18
ex. tbank
93.63709
ex. tbank
92.95
ex. tbank
93.84
ex. tbank
94.91
E 407
95.57
B 700 CONDUIT X2
97.83
E 700 CONDUIT X2
93.12
B 700 AGST
89.14
E 700 AGST
89.40
B 70O CON X1
89.57
E 70O CON X1
89.58
B 70O CON X2
89.37
E 70O CON X2
89.27
B 514
94.18
ex. gas line
95.98
E 514
96.04
B 514
96.21
ex. gas line
96.08
E 514
94.13
B 514
94.23
ex. gas line
96.77
ex. gas line
96.78
E 514
96.79
B 514
96.82
E 514
96.83
B 514
96.86
E 514
96.80
B 514
96.81
ex. gas line
96.79
ex. gas line
95.17
E 514
95.19
ex. bldg
0.00
ex. bldg
0.00
ex. bldg
0.00
ex. bldg
0.00
B 300
85.23
ex. bldg
84.76
ex. bldg
84.91
ex. bldg
85.28
ex. bldg
84.93
E 300
85.64
B 303
88.91
B 303A
88.92
E 303A
88.95
E 303
88.94
B 303
88.95
B 303A
88.94
E 303A
88.93
E 303
88.94
B 303
88.93
B 303A
88.92
E 303A
88.93
E 303
88.88
ex. bldg
0.00
ex. bldg
0.00
B 303
88.94
B 303A
88.94
303A
88.94
303A
88.93
ex. wall
88.95
ex. wall
88.92
ex. wall
88.94
303A
88.93
303A
88.92
ex. wall
88.94
ex. wall
88.93
303A
88.74
303A
88.89
ex. wall
88.90
E 303
88.92
E 303A
88.90
ex. bldg
0.00
ex. bldg
0.00
B 700 CONTROL PANEL
88.17
E 700 CONTROL PANEL
88.06
B 303
88.91
B 303A
88.92
E 303A
88.86
E 303
88.69
ex. tele-ugl
93.77
25097
ex. tele-ugl
92.32
25098
ex. tele-ugl
89.84
25099
ex. tele-ugl
88.73
25100
E 516
89.26
25152
ex. tv-ugl
88.59
25153
ex. tv-ugl
88.18
25154
ex. tv-ugl
89.02
25155
ex. tv-ugl
89.08
25157
ex. tv-ugl
89.49
25158
ex. tv-ugl
89.16
25159
ex. tv-ugl
88.86
25160
ex. tv-ugl
89.11
25161
ex. tv-ugl
88.88
25162
ex. tv-ugl
88.63
25163
ex. tv-ugl
88.70
25164
ex. tv-ugl
89.40
25165
ex. tv-ugl
90.02
25166
ex. tv-ugl
89.45
25167
ex. tv-ugl
89.69
25168
ex. tv-ugl
90.28
25169
ex. tv-ugl
91.36
25426
706A
93.20
25427
E 706
92.97
25428
706A
92.54
25429
706A
91.68
25430
B 706
92.17
25638
ex. tv-ugl
97.13
25639
ex. tv-ugl
96.70
25640
ex. tv-ugl
96.04
25641
ex. tv-ugl
95.10
25642
ex. tv-ugl
94.71
25643
ex. tv-ugl
94.66
25644
ex. tv-ugl
94.24
25645
ex. tv-ugl
94.12
25646
ex. tv-ugl
94.02
25647
ex. tv-ugl
94.43
25648
ex. tv-ugl
94.57
25649
ex. tv-ugl
95.21
25650
ex. tv-ugl
95.96
25651
ex. tv-ugl
96.23
25869
ex. tele-ugl
95.33
25870
ex. tele-ugl
96.53
25871
ex. tele-ugl
97.37
25872
ex. tele-ugl
97.98
25873
E 516
93.14
25874
B 516
93.17
25875
ex. tele-ugl
97.94
25876
ex. tele-ugl
97.79
25877
ex. tele-ugl
97.34
25879
ex. tele-ugl
96.34
25880
ex. tele-ugl
95.16
25890
ex. tele-ugl
95.41
25891
ex. tele-ugl
95.37
25892
ex. tele-ugl
95.40
25893
ex. tele-ugl
95.34
25894
ex. tele-ugl
95.24
25895
ex. tele-ugl
95.34
25896
ex. tele-ugl
95.62
25897
ex. tele-ugl
95.43
25898
ex. tele-ugl
95.08
25899
ex. tele-ugl
95.74
25900
ex. tele-ugl
95.51
25901
ex. tele-ugl
94.24
25902
ex. tele-ugl
89.48
25903
E 516
89.34
25904
B 516
90.64
25905
B 516A
90.61
25906
ex. tele-ugl
95.22
25907
516A
95.38
ISSUE
RECEIVING
B 407
96.02
ex. tbank
95.92
ex. tbank
95.95
ex. tbank
96.08
ex. tbank
96.29
ex. tbank
97.84
ex. tbank
97.74
ex. tbank
97.52
ex. tbank
97.27
ex. tbank
97.20
ex. tbank
96.17
ex. tbank
95.69
ex. tbank
95.49
ex. tbank
95.51
E 407
95.63
B 406
93.95
ex. bbank
94.25
ex. bbank
94.78
ex. bbank
95.50
ex. bbank
95.80
ex. bbank
96.39
ex. bbank
96.40
ex. bbank
95.87
ex. bbank
95.31
ex. bbank
94.76
ex. bbank
94.33
E 406
93.96
B 407
89.91
ex. tbank
89.81
ex. tbank
89.58
ex. tbank
89.92
ex. tbank
89.96
E 407
90.33
B 406
93.94
ex. bbank
93.76
B 406
93.96
ex. bbank
93.82
ex. tbank
91.78
ex. tbank
91.61
ex. tbank
91.23
ex. tbank
90.79
ex. tbank
90.54
E 407
90.33
C M
C
LU
S
TE
R
ex. bldg
0.00
ex. bldg
0.00
ex. bldg
0.00
ex. bldg
0.00
B 303
92.14
ex. wall
93.02
ex. wall
92.86
ex. wall
ex. wall
92.72
ex. wall
92.88
ex. wall
93.02
ex. wall
92.23
ex. wall
92.23
ex. wall
93.05
ex. wall
92.90
ex. wall
92.72
ex. wall
92.77
ex. wall
92.95
E 303
92.07
ex. bldg
0.00
ex. bldg
0.00
ex. bldg
0.00
ex. bldg METAL
0.00
ex. bldg METAL
0.00
ex. bldg METAL
0.00
ex. bldg METAL
0.00
C
O N
D U
IT
S
C
O N
D U
IT
S
10043
ex. bldg
0.00
87.4
W/2 CONDUIT PIPES
EDGE OF CONC
W/2 CONDUIT PIPES
EDGE OF CONC
1 CONDUIT PIPE
EDGE OF CONC W/
" CONDUIT PIPE2
1(1) 1
(2) 1" CONDUIT PIPES
C
O N
D U
IT
S
1 CONDUIT
" CONDUIT PIPES4
1(2) 1
(3) 1" CONDUIT PIPES
PIPE
1" CONDUIT
(2) 1" CONDUIT PIPES
EDGE OF CONC
" CONDUIT PIPE4
MW
PP
LP #0794
E
S
S
MW
2 CONDUIT PIPES
(2) 1"
CONDUIT
PIPES
MW
W
W
W
W
W
W
W
W
W
W
W
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ISSUED FOR CONSTRUCTION
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OF-1
OF-2
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SEE SHEET MS504. (TYP.)
TRUCK OFFLOAD EQUIPMENT,
COATED C.S.
6" U/G INT/EXT
COATED C.S.
6" U/G INT/EXT
COATED C.S.
8" U/G INT/EXT
COATED C.S.
10" U/G INT/EXT
INCREASER
8" X 10"
INCREASER
6"x8"
D.B.B. PLUG VALVE
10" FULL PORT
BEND DOWN
8" 45 DEGREE
SEE SHEET MS430
FOR CONTINUATION
8"
8"
VALVE
8" D.B.B. PLUG
DROP TANKS. SEE SHEET MS505
10,000 GALLON ABOVEGROUND
OFFLOAD NO. 4 ONLY
RTB CONNECTION
COATED C.S.
10" U/G INT/EXT
INCREASER
6" X 10"
DROP TANKS. SEE SHEET MS505
10,000 GALLON ABOVEGROUND
BEND OVER
8" 45 DEGREE
N
A1
ENLARGED OFFLOAD PIPING PLAN
SCALE: 1" = 10' 0 10' 20'
2. SEE SHEETS MS201-MS220 FOR PIPING PROFILES.
1. ALL LOCATIONS WHERE DISSIMILAR METAL FLANGED CONNECTIONS RESIDE, STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE USED FOR CONNECTIONS.
NOTES:
STA. 00+05.00
STA. 00+27.50
STA. 00+55.22
STA. 01+24.48
STA. 00+14.55
C O
S
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TF-2
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BEND DOWN
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8"
8"
PLUG VALVE
8" D.B.B.
DROP TANKS. SEE SHEET MS505
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FOR CONTINUATION
FROM OFFLOAD DROP TANKS
8" U/G INT/EXT COATED C.S.
FROM MILLER SIDING
8" U/G INT/EXT COATED C.S.
DRAIN PIT
LOW POINT
ISSUE (WITHDRAWAL)
C.S. - BULK STORAGE TANK
10" U/G INT/EXT COATED
C.S. - TRUCK FILLSTAND LOOP
10" U/G INT/EXT COATED
UP TO TRUCK FILLSTAND (TYP.)
6" U/G INT/EXT COATED C.S.
ABOVE GROUND
TRANSITION TO
MS502 FOR DETAIL
TANK, SEE SHEET
PRODUCT RECOVERY
4,000 GALLON 2085
BEND OVER
8" 45 DEGREE
N
A1
ENLARGED TRUCK FILLSTAND AND PUMP HOUSE PIPING PLAN
SCALE: 1" = 10' 0 10' 20'
DRAIN PIT
LOW POINT
D.B.B. PLUG VALVE
10" FULL PORT
C.S. FROM DROP TANKS
10" U/G INT/EXT COATED
2" U/G SS TO/FROM PUMPHOUSE
MS508 FOR DETAIL
TANK, SEE SHEET
WASTEWATER
4,000 GALLON 2085
TO U/G
TRANSITION
C.S. TO TYPE III SYSTEM
10" U/G INT/EXT COATED
SEE SHEET MS506
CONNECTION,
PIG LAUNCHER
DRAIN PIT
LOW POINT
C.S. TO TYPE III SYSTEM
10" U/G INT/EXT COATED
C.S. FROM MILLER SIDING
8" U/G INT/EXT COATED
DRAIN PIT
LOW POINT
C.S. - RECEIPT PIPING
8" U/G INT/EXT COATED
ISSUE (WITHDRAWAL)
C.S. - OPERATING TANK
16" U/G INT/EXT COATED
NO. 1 RECEIPT (FILL)
C.S. - OPERATING TANK
8" U/G INT/EXT COATED
NO. 4 RECEIPT (FILL)
C.S. - OPERATING TANK
8" U/G INT/EXT COATED
UP TO TRUCK FILLSTAND (TYP.)
6" U/G INT/EXT COATED C.S.
SEE SHEET MS503. (TYP.)
600 GPM TRUCK FILLSTAND.
TO U/G
TRANSITION
TO U/G
TRANSITION
TO U/G
TRANSITION
TO U/G
TRANSITION
TO U/G
TRANSITION
C.S. - TRUCK FILLSTAND LOOP
10" U/G INT/EXT COATED
AND SHOWER
EMERGENCY EYEWASH
SEE SHEET MS440
FOR CONTINUATION
2. SEE SHEETS MS201-MS220 FOR PIPING PROFILES.
1. ALL LOCATIONS WHERE DISSIMILAR METAL FLANGED CONNECTIONS RESIDE, STAINLESS STEEL BOLTS, NUTS AND WASHERS SHALL BE USED FOR CONNECTIONS.
NOTES:
STA. 00+14.55
STA. 01+16.03
STA. 04+42.99
STA. 05+23.47
STA. 02+45.88
STA. 07+97.30
R
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R
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ISSUED FOR CONSTRUCTION
IN SLEEVE
ADJUSTABLE SEGMENTED SEAL
PIPE SLEEVE WITH MECHANICAL
IN ONE PIT
BOTH LOW POINTS
FUEL LINES WILL HAVE
PITS FOR PARALLEL
30"
18" CLEAR
M
IN
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IF
2" SCH 80
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SEE SHEET S-903 FOR DETAILS
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TO PIPE
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" 2
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" THK. FIBERGLASS PIT4
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FIBERGLASS PIT WALL BY
MOLDED INTO THE
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PIPING C
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BUNA-N BOOT COLLAR
"D" "C"
(TYP. OF 2 PLACES)
SEGMENTED SEAL IN SLEEVE
MECHANICAL ADJUSTABLE
PIPE ON CENTERLINE OF CASING
HOLD CENTERLINE OF FUEL
CASING INSULATOR SHALL
"A" FUEL LINE
OUTSIDE PIT
ATTACHMENT BANDS
STAINLESS STEEL
SHRINK SLEEVE w/
"A"
FUEL PIPE
DIAMETER
"B"
SLEEVE PIPE
DIAMETER EXTERIOR
SLEEVE LENGTH
"C" "D"
SLEEVE LENGTH
INTERIOR
3"
4"
12" 16"
8"
6"
18"
16"
16" 4"
4"
4"
INSIDE OUTSIDE
L
TANK SHELL
SLOPE
1" 10 GPM PUMP
SHUTOFF VALVE (TYP)
(TYP)
W/DENSITY BALL
SIGHT GLASS
BOTTOM AND REMOVABLE TOP
55 GALLON, W/CONE DOWN
WATER DRAW-OFF TANK
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SSCS
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GLOBE STYLE
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1" PST DRAIN
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EQUIPMENT
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1"
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CONNECT NEW VALVE TO NEW 2"
VARIES
CONTINUOUSLY WELD
U-BOLT SIZE VARIES
PIPE SUPPORT
"4
" X 2
" X 22
A TEFLON PAD SHALL BE INSERTED BETWEEN THE SUPPORT AND THE PIPE.2.
METAL OF THE U-BOLT.
U-BOLTS SHALL BE COATED OR OTHER MEANS TO PROTECT THE PIPING FROM THE 1.
NOTES:
4"4"
PL
TYP. 6
6"6"
BORE PIPE SUPPORTS ARE REQUIRED.
USE CONCRETE BASE IN AREAS W/O CONCRETE SLABS WHERE SMALL 1.
NOTES:
6"6"
EACH WAY
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SCALE: NO SCALE
A1
BASE PLATE FOR SMALL BORE PIPE SUPPORT
SCALE: NO SCALE
A8
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SCALE: NO SCALE
A4
CONCRETE BAE FOR SMALL BORE PIPE SUPPORT
SCALE: NO SCALE
C1
SMALL BORE PIPE SUPPORT DETAIL
SCALE: NO SCALE
PIPE SIZE VARIES
SHOWN ON SITE DRAWINGS
CONTAINMENT DIKES AS
EXTEND 2" DRAIN TO EDGE OF
WELDING BRANCH
RADIOGRAPHICAL
G8
PLAN VIEW OF DRAIN PIT
SCALE: NO SCALE
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ISSUED FOR CONSTRUCTION
DP
CL
20-1/8"
4"
R
R "R
" PLATE4
"4 12"x 2"x
ANGLE
CONCRETE
BOLTS
" DIA.2
1WITH 4 -
" x 6"x 6" PLATE4
PLATE
FLANGE
BACK
PLATE
FLANGE
FRONT
4"
" BENT PLATE4
FRONT VIEW SIDE VIEW
A8
ADJUSTABLE PIPE SUPPORT DETAIL (PS-2)
SCALE: NO SCALE
E7
HOSE RACK DETAILS
SCALE: 1 1/2" = 1'-0"
A1
SECTION
SCALE: 3/4" = 1'-0"
E1
TRUCK FILL STAND (W/ PANTOGRAPH)
SCALE: 3/4" = 1'-0"
MS503
A1
HOLDER, SEE DETAIL
DEADMAN HOSE
5' FROM EDGE OF DRIVE
(TYP. )
VALVE,
CHECK
PS-2
1"
6" PLUG VALVE
STRAINER
6" BASKET
SHEET ES530
ASSEMBLY. SEE DETAILS ON
STATIC GROUND RECEPTACLE
WITH PLUG
DRAIN VALVE
BALL VALVE
CONNECTION
SAMPLE
SYSTEM. SEE SHEET ES530.
OVERFILL PROTECTION
GROUND PROVING AND
R
DRYBREAK DISCONNECT
D-2 NOZZLE AND
3"
STRAINER
6" BASKET
6"
IF
STAND CONTROL VALVE
4" TRUCK FILL
GAUGE (0-300 PSI)
PRESSURE
PS-2
PLUG
DRAIN WITH
BALL VALVE
CONCRETE SUPPORT
SHEET ES530
ASSEMBLY, SEE DETAILS ON
STATIC GROUND RECEPTACLE
GAUGE (0-100 PSI)
PRESSURE
AND METER REGISTER.
PROTECT PRESSURE GAUGE
FLANGE AND LOCATED TO
STEEL PLATE BOLTED TO
3"
BOLTS EMBEDDED 9".
HEADED ANCHOR
" DIA. TYPE A 307 4
34-
CONDUCTOR
#1/O TW CU GND
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0.75" x 10' GALVANIZED
CONNECTIONS
THE 6" PIPE. EXOTHERMIC WELD ALL
SIDE OF THE INSULATING FITTING ON
NON-CATHODICALLY PROTECTED
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GROUND PROVING AND
FROM DRIVE SIDE)
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PLUG
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1"
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0.25" DRAIN HOLE
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AND PIPE
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TEFLON PAD BETWEEN
SEAL (TYP.)
SEGMENTED ELASTOMERIC
MECHANICALLY ADJUSTABLE
2'0 1' 4'
2'0 1' 4'
1' 2'0 6"
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E4
TRUCK OFFLOAD
SCALE: 3/4" = 1'-0"
B4
SECTION
SCALE: 3/4" = 1'-0"
MS504
B4
2'0 1' 4'
2'0 1' 4'
RACK
HOSE HANGING
STRAINER
BASKET
D.B.B. PLUG VALVE
6" FULL PORT
IF
CHECK VALVE
6" SWING
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SITE FLOW
PLUG AND RING
DISCONNECT WITH
TYPE QUICK
4" ALUMINUM CAM-
OFFLOAD NO. 4.
TO BULK (RTB) ONLY ON
(D-1 NOZZLE ADAPTOR) RETURN
" SINGLE POINT RECEPTACLE 2
ELASTOMERIC SEAL (TYP.)
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SLEEVE WITH MECHANICALLY
RACK
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WITH PLUG AND RING
CAM-TYPE QUICK DISONNECT
HOSE WITH ALUMINUM
4" X 10' TRUCK OFFLOAD
STEEL SKIDCONNECTION
SAMPLE
PRESSURE GAUGE
DIFFERENTIAL
6" STRAINER WITH
CHECK VALVE
6" SWING
6" PIPING
3'-0"
PS-2
HOSE REEL
GROUNDING
IF
BALL VALVE
4" FULL PORT
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ISSUED FOR CONSTRUCTION
MAV
DROP TANK NO. 2 SIMILARNOTE:
PS PS
PS
PS
PS
R E
Q D
26'-8"
36" MANWAY
CONNECTION
4" FLANGED
DUST CAP
CONNECTION WITH
1.5" MALE CAM TYPE
LADDER
RELIEF VALVE
PRESSURE
(TYP.)
CONNECTION
SAMPLE
CHECK VALVE
4" NON-SURGE (CV)
PRESSURE GAUGE
VALVE
PRESSURE RELIEF
VALVE
PRESSURE RELIEF
4" BALL VALVE
VALVE
8" D.B.B PLUG
TEE
8"X8"X4" REDUCING
TO PUMP HOUSE
8" RECEIPT LINE
10" FROM OFFLOADS
FROM OP-3 AND OP-4
8" PUMP DISCHARGE
4"
SWITCH
FLOW
4"
FLOAT SWITCH
RESERVOIR
PRESSURE
VENT
EMERGENCY
36" MANWAY
ELECTRIC PUMP
5 GPM WATER DRAW OFF
BALL VALVE
10" FULL PORT
10" TO DROP TANK NO. 2
6" VENT
24" DIA
" 6
SLOPE DOWN 1.5%
TO 3% MAX.
95% FULL
OVERFILL VALVE AT
TESTER. FLOAT CLOSES
FLOAT WITH MANUAL
AT TOP
OVERFILL VALVE
10" FILL LINE WITH
LADDER
1"
1" GAP
MANWAYS FOR 3% SLOPE.
CORRECT PUMPWAYS &
SWITCH
FLOW
TURBINE PUMP
400 GPM VERTICAL
SWITCH
FLOW
RESERVOIR
PRESSURE
GRATING
REMOVABLE
EASILY
VENT
EMERGENCY GAUGING HATCH
SAMPLING AND
GRADE)
SURROUNDING
(MIN. 12' ABOVE
VACUUM VENT
PRESSURE
6"
ELECTRIC PUMP
PLATE (TYP.)
STRIKER
FOOT VALVE
VALVE
OVERFILL 4"
ASSEMBLY
FLOAT SWITCH
FLOAT SWITCH
FLOAT SWITCH
ASSEMBLY
STOPS BOTH PUMPS AT 20% FULL LEVEL;
SECOND PUMP AT 70% FULL LEVEL:
FIRST PUMP AT 50% FULL LEVEL; STARTS
OFFLOADING FUELING PUMPS: STARTS
STOPS THE FUEL DROP TANK
FLOAT SWITCH ASSEMBLY STARTS AND
LEVEL ALARM AT 98% FILL LEVEL.
90% FULL LEVEL. SOUNDS HIGH-HIGH
LEVEL. SOUNDS HIGH LEVEL ALARM AT
LOW LEVEL ALARM AT 15% FULL
FLOAT SWITCH ASSEMBLY: SOUNDS
ATG SYSTEM
4" FLANGE FOR
FOR PUMPS. MINIMUM 10"
VERIFY TANK FLANGE SIZE
E2
10,000 GALLON U.L. 142 ABOVE GROUND DROP TANK NO. 1 / NO. 2
SCALE: NO SCALE
A4
SECTION
SCALE: NO SCALE
MS505
PS
ATG SYSTEM
4" FLANGE FOR
MINIMUM 10" FLANGE
FLOAT SWITCH
A4
CV-12
CV-10
OP-3
OP-1
CV-11
CV-9
OP-4
OP-2
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-9
-0
ISSUED FOR CONSTRUCTION
CONTAINMENT BERM CL
PIPE C
L
PIPE C
LPIPE C
L
BOOT CLAMPS
STAINLESS STEEL
BUNA-N BOOT SEAL (TYP)
SLEEVE SEAL
SEE SHEET CS507
FOR FML PENETRATION DETAIL,
SLOPESLOPE
BOOT CLAMPS
STAINLESS STEEL
SLEEVE SEAL
(TYP)
BUNA-N BOOT SEAL
VALVE AND CAP
1/2" SLEEVE DRAIN WITH BALL
ANCHOR
CONCRETE DEADMAN
WELDED TO PIPE SLEEVE
" THICK STEEL RING 2
12" X
SLOPE
CONTAINMENT BERM
BERM
CONTAINMENT
D1
BERM DIKE WALL PENETRATION DETAIL (EXTERIOR)
SCALE: NO SCALE
D7
BERM DIKE WALL PENETRATION DETAIL (INTERIOR)
SCALE: NO SCALE
D5
BERM DIKE WALL PENETRATION DETAIL (CENTER)
SCALE: NO SCALE
6. SUPPORT CARRIER PIPE IN SLEEVE WITH NON-CONDUCTIVE SUPPORTS SPACED A MAXIMUM OF 10' APART.
5. FOR CONTAINMENT BERM AND FML PENETRATION INFORMATION, SEE CIVIL SHEETS.
SEGMENTED ELASTOMERIC SEAL MANUFACTURER BEFORE SELECTING SLEEVE PIPE SIZE.
SEGMENTED ELASTOMERIC SEAL. CONFIRM DIMENSIONS WITH SELECTED MECHANICALLY ADJUSTABLE
4. SEE CHART FOR CARRIER AND SLEEVE PIPE DIMENSION COMBINATIONS FOR MECHANICALLY ADJUSTABLE
3. ENSURE THAT THE CONCRETE DEADMAN ANCHOR DOES NOT INTERFERE WITH PIPE SUPPORT STRUCTURES.
2. CONCRETE DEADMAN ANCHOR SHALL BE CENTERED ON THE CONTAINMENT BERM.
1. SLOPE SLEEVE PIPING TO ALLOW FOR DRAINAGE THROUGH SLEEVE DRAIN.
NOTES:
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ISSUED FOR CONSTRUCTION
TO 3% MAX.
SLOPE DOWN 1.5%
FTP-2
36" MANWAY
(TYP.)
STRIKER PLATE
FOOT VALVE
DATUM PLATE.
LIQUID LEVEL INDICATOR
SAME ELEVATION AS
DATUM PLATE. TO BE AT
1" GAP
INTERSTITIAL SPACE
MONITOR FOR
LEAK DETECTION
WATER DRAW-OFF
ATG SYSTEM
4" FLANGE FOR
NORMAL VENT
OV-1
OVERFILL VALVE
MINIMUM 10" FLANGE
CLOCK GAUGE
VENT
EMERGENCY
1"
4"
GAUGING HATCH
4" SAMPLING AND
EMERGENCY VENT
TESTER
MANUAL
FLOW SWITCH
FOR 3% SLOPE
MANWAYS, AND VAULT
CORRECT PUMPWAYS,
2'-0" DIA.
OVERFILL VALVE AT TOP
2" FILL LINE WITH
AT 95% FILL
OVERFILL VALVE
FLOAT CLOSES
MANUALTESTER.
FLOAT WITH
FOR PAD DIMENSIONS
SEE CIVIL SHEET CS504
CHECK VALVE
BALL VALVE
CAPACITY
5 GALLONS MIN.
LID
DRAIN VALVE
A1
SECTION
SCALE: NO SCALE
E7
SPILL BUCKET DETAIL
SCALE: NO SCALE
E1
4000 GALLON WASTEWATER TANK DETAIL
SCALE: NO SCALE
A7
MS508
MS508
A1
LADDER
ELECTRIC PUMP
VENT (MAIN)
EMERGENCY
STEEL TANK
U.L. 2085 DOUBLE WALL
CAP
" VENT WITH2
ATG SYSTEM
4" FLANGE FOR
MONITOR
DETECTION
LEAK
STRAINER
OV-2
N.O. BALL VALVE
SUPPORT (TYP.)
SMALL BORE PIPE
FLOW SWITCH
CHECK FEATURE (CV-8)
VALVE WITH
FLOW CONTROL
AAV
(INTERSTITIAL)
EMERGENCY VENT
FTP-2
FOR PAD DIMENSIONS
SEE CIVIL SHEET CS504
PG
PG
CONNECTORWITH DUSTCAP (TYP)
2" PIPE AND 2" MALE CAM TYPE
1"
2"
2"
MAV
WITH DROP TUBE
4" GAUGE HATCH
PG
PG
VALVE (TYP)
PRESSURE RELIEF
MAV
PG
N.C.SPILL BUCKET
N.C. N.C.
N.C.
RELIEF VALVE
" VENT2
GRADE
TANK SADDLE
STRIKER PLATE
CHECK VALVE (CV-5)
2" NON-SURGE
SWITCH
FLOW
A7
SECTION
SCALE: NO SCALE
PG
LPD
M A
V
SLOPE
SLOPE
SLOPE
LPD
LPD
PUMP, FTP-2
FUEL TRANSFER
F4
MS502
F4
MS502
FLOAT SWITCH ASSEMBLY
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ISSUED FOR CONSTRUCTION
A4
SB308
EXTENTS
BASE SLAB
A1
SB308
ABOVE
COLUMNS
CANOPY
N
2'-0"
TANK
OFFLOAD DROP
TANK
OFFLOAD DROP
OFFLOADS
10" Ø FROM
HOUSE
8" Ø TO PUMP
GRATING (NOTE 15)
THROUGH
APPURTENANCE
TANK
NOTE 13.
SHEET S-502 AND
SEE DETAIL E5 ON
CONTROL JOINTS.
NOTES.
PLATFORM. SEE
EXTENTS OF
APPROXIMATE
@ 12" O.C., T&B
DIRECTION OF #9's
T&B
#7's @ 12" O.C., DIRECTION OF
A
B
C
1 2
C J
L O
N G
IT
U D
IN
L
CJ
TRANSVERSE
C J
L O
N G
IT
U D
IN
L
CJ
TRANSVERSE
A P
P R
O X (N
O T
E
A P
P R
O X (N
O T
E
D8
SB308
SLAB JOINTS
JOINTS WITH
ALIGN WALL
11'-2" 11'-2"14'-8"3'-6" 3'-6"
44'-0"
TYP. NOTE 5.
TO PLATFORM
STAIRS DOWN
E3
SB308
CORNERS
TYP. AT
SUMP.
SHOWN, CENTERED ON
SLAB AT EACH FACE AS
LONG, CAST INTO BASE
PROVIDE (8) #7 BARS 6'-8"
TRANSITION
BEGIN 1:1
A7
SB308
SUMP PIT
2'x2'x3' DEEP
NOTE 14.
VENT. SEE
6" VERTICAL
ACCESS.
15.PROVIDE GRATING PENETRATIONS FOR ALL TANK APPURTENANCES THAT REQUIRE OPPERATOR
14.RUN 6" VENT PIPE THROUGH GRATING AND THROUGH CANOPY. SEE SHEET A-130.
CONTROL JOINTS AS NEEDED TO CLEAR TANK SUPPORTS.
PLATFORM SUPPORTS SHALL NOT BE LOCATED ON CONTROL JOINTS, ADJUST SPACING OF TRANSVERSE
13.COORDINATE PLATFORM SUPPORT LOCATIONS WITH CONTROL JOINTS AND MECHANICAL EQUIPMENT.
12.REFERENCE UFGS 05 50 13 FOR MATERIAL SPECIFICATIONS AND FINISH REQUIREMENTS.
WHICHEVER IS MORE SEVERE.
POINT OF THE TOP OF THE RAIL OR 50 LBS PER FOOT APPLIED IN ANY DIRECTION TO TOP OF THE RAIL, HANDRAILS AND GUARDRAILS TO RESIST A CONCENTRATED LOAD OF 200 LBS IN ANY DIRECTION AT ANY
11.STEEL HANDRAILS AND GUARDRAILS SHALL COMPLY WITH OSHA 29 CFR 1910.28 AND 1910.29. DESIGN
CONSISTING OF 1/4 INCH STEEL FLAT BARS NOT LESS THAN 4 INCHES HIGH.
PROVIDE TOE-PLATE AT OPEN-SIDED EDGES OF FLOOR GRATING TO PLATFORM FRAMING MEMBERS, 10.FABRICATE GRATING PLATFORMS WITH NOSING THAT MATCHES ON GRATING TREADS AT LANDINGS.
WITH BOLTS.
STEEL PLATE CARRIER AT EACH END FOR STRINGER CONNECTIONS. SECURE TREADS TO STRINGERS
9. FABRICATE GRATING TREADS WITH STEEL PLATE NOSING ON ONE EDGE AND WITH STEEL ANGLE OR
LESS STRENGTH THAN TO CARRY SAFELY A MOVING CONCENTRATED LOAD OF 300 POUNDS.
8. PLATFORMS SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A LIVE LOAD OF 100 PSF BUT NEVER OF
WILL BE EXPOSED AFTER INSTALLATION.
FINISHING. WELD PERMANENT CONNECTIONS. FINISH WELDS FLUSH AND SMOOTH ON SURFACES THAT
7. CLEAN METAL SURFACES FREE FROM MILL SCALE, FLAKE RUST AND RUST PITTING PRIOR TO SHOP
6. BEFORE FABRICATION, OBTAIN NECESSARY FIELD MEASUREMENTS AND VERIFY TANK DIMENSIONS.
EXCLUDE WATER.
CLEATS, WELDED OR BOLTED TO THE STRINGER. CLOSE EXPOSED ENDS. FORM ALL EXPOSED JOINTS TO
D. SUPPORT STEEL GRATING ON ANGLE CLEATS WELDED TO STRINGERS OR TREADS WITH INTEGRAL
WELDING IS NOT PRACTICABLE. SCREW OR SCREW-TYPE CONNECTIONS ARE NOT PERMITTED.
C. PROVIDE STEEL STAIRS OF WELDED CONSTRUCTION EXCEPT THAT BOLTS MAY BE USED WHERE
NEVER OF LESS STRENGTH THAN TO CARRY SAFELY A MOVING CONCENTRATED LOAD OF 300 POUNDS.
B. FIXED STAIRWAYS SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A LIVE LOAD OF 100 PSF BUT
STAIRS SHALL COMPLY WITH OSHA 29 CFR 1910.25.
TREADS, LANDINGS, COLUMNS, HANDRAILS, AND NECESSARY BOLTS AND OTHER FASTENINGS. STEEL
A. PROVIDE HOT-DIPPED GALVANIZED STEEL STAIRS FOR AST COMPLETE WITH STINGERS, GRATING
NECESSARY BOLTS AND OTHER FASTENERS.
ON THE DRAWINGS COMPLETE WITH STRINGERS, GRATING TREADS, LANDINGS, HANDRAILS, AND
5. PROVIDE STEEL STAIRS FOR PLATFORM ACCESS FROM THE TOP OF VAULT WALL (EL. 90'-0") AS SHOWN
GRATING, SHALL BE PAINTED YELLOW.
BELOW THE MANWAY HATCHES. ANY APPURTENANCES OR MANWAYS, WHICH STICK ABOVE THE
GRATES THAT ALLOW ACCESS TO THE TANK APPURTENANCES. GRATING ELEVATION SHALL BE SET
ACCESS TO THE TANK MANHOLES AND GAUGES. THE CATWALK SHALL BE DESIGNED WITH REMOVABLE
4. THE PLATFORM SHALL BE WIDE ENOUGH TO SATISFY EM 385-1-1 REQUIREMENTS AND ALLOW PROTECTED
DIVIDED BY 360 (L/360).
BEAMS AND THE TOP OF THE TANK. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO THE CLEAR SPAN
3. A MINIMUM CLEAR DISTANCE OF 1" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE PLATFORM
ELEVATIONS AND ADDITIONAL DETAILS.
2. SEE SHEETS MS100, MS420, CS503, & CG103 FOR PIPING PLAN, GRADE AND PIPE CENTERLINE
TANK. SEE SPECIFICATION 05 50 13 FOR ADDITIONAL INFORMATION.
WITH GUARDRAILS, CENTERED ABOVE AND ALONG THE FULL LENGTH OF THE HORIZONTAL STORAGE
1. IT IS THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER TO DESIGN A PLATFORM, COMPLETE
DROP TANK VAULT NOTES:
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SB103
0 2' 4'1'A1
OFFLOAD DROP TANK VAULT FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
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ISSUED FOR CONSTRUCTION
PIPE SUPPORT TYPE
SEE SCHEDULE FOR
(TYP.)
W12X26
B.F. (U.N.O.)
4 #5 BARS E.W.,
IN PIER. (TYP.)
MATCH VERT. REINF.
#7 BAR W/ STD. HOOK
TOP OF PIER
@ 6" AT
SPACE TIES
SUPPORT
TYPE "A" PIPE
TOP OF PIER
@ 6" AT
SPACE TIES
TOP FACE
#4 @ 12" O.C., E.W., VERT. BARS.
PIER. DO NOT PROVIDE #7
CONTINUOUS TO TOP OF
#7 DOWELS WITH STD. HOOK
LESS THAN 104'-0" PROVIDE
IF PIPE CENTERLINE ELEVATION IS
NOTE:
HEADED ANCHOR BOLTS
FOUR 3/4" DIA. A307
PIPE
4", 6" OR 8"
OF SLAB (TYP.)
#4 @ 12" O.C. TOP
REINF. IN PIER. (TYP.)
HOOK MATCH VERT.
#7 DOWELS W/STD.
FOR PIPE DIAMETER
SEE SCHEDULE SHT. S-601
SCHEDULE ON SHT. S-212)
CONCRETE PIER (SEE
B.F. REINFORCING AND LENGTH
SEE SCHEDULE SHT. S-601 FOR
FOR PIPE DIAMETER
SEE SCHEDULE SHT. S-601
HEADED ANCHOR BOLTS
FOUR 3/4" DIA. A307
PIPE
1" GROUT
PIPE
6 #7 BARS
ROUGHEN SURFACE
SUPPORT
TYPE "A" PIPE
PIPE
12 #7 BARS
ROUGHEN SURFACE
PIPE
PS-10
BASE DETAIL ON SHT. SB306
SEE TYPICAL COLUMN
SCHEDULE ON SHT. S-601
8" OR 6" PIPE SEE
W8X24 BRACKET
CL
CL
CL
CL
TYP.
FLANGES
BOTH
L
EL. VARIES
SEE SCHEDULE SHEET S-601
SEE SCHEDULE
EL. VARIES
H P
IP
E C E
L E
V
F
IN
F
L R E
L E
V
H P
IP
E C E
L E
V
F
IN
F
L R E
L E
V
TYP.
EL. 108'-0"
ELEV. VARIES
F O
R P
IP
E
F O
R P
IP
E
F O
R P
IP
E
ELEV. VARIES
C L
R
F O
R P
IP
E
F O
R P
IP
E
L A
P
T Y
P
ELEV. VARIES
1'-0"1'-6"
2'-0" 2'-0"
4'-0"x4'-0"
C L
R
LENGTH
REINFORCING AND
S-601 FOR B.F.
SEE SCHEDULE SHT.
2'-0"
4'-0"
5'-0"
C L
R
H P
IP
E C E
L E
V F
IN
F
L R E
L E
V
L H P
IP
E C E
L E
V F
IN
F
L R E
L E
V
L
L
WITHIN 5"
3 #3 BARS
WITHIN 5"
3 #3 BARS
F2
SB307
SHEET S-601
SEE SCHEDULE
EL. VARIES
PER ACI 318
TIES @ 14 O.C.
SPACE #3 COLUMN
WITHIN TOP 5"
3 #3 CLOSED TIES
(TYP.)
TYPE "C" PIPE SUPPORT
ANCHOR BOLTS
7/8" DIA. A307 THREADED
TOP OF SLAB (TYP.)
#4 @ 12" O.C.
NECESSARY
@ JOINT IF
BEND END UPREINF. IN PIER. (TYP.)
HOOK. MATCH VERT.
#7 DOWELS W/STD.
JOINT
EXPANSION
DIMENSIONS
FOR ADDITIONAL INFORMATION AND
NOTE: SEE SECTION E4 ON SHEET SB303
PER ACI 318
TIES @ 14 O.C.
SPACE #3 COLUMN
PIER. (TYP.)
MATCH VERT. REINF. IN
#7 DOWELS W/STD. HOOK.
FOR PIPE DIAMETER
SEE SCHEDULE SHT. S-601
FOR PIPE DIAMETER.
SEE SCHEDULE SHEET S-601
W12X26 (TYP.)
PIPE PIPE
ROUGHEN SURFACE
24 #7 BARS
PS-11
1" GROUT
2" PIPE
TYPE "C" PIPE SUPPORT
ROUGHEN SURFACE
12 #7 BARS
PS-15
W8X24
CL CL
CL
H P
IP
E C E
L E
V
F
IN
F
L R E
L E
V
ELEV. VARIES ELEV. VARIES
15 #5, E.W., B.F.
ELEV. VARIES
2'-0"
1'-6"
B.F. REINFORCING AND LENGTH
SEE SCHEDULE SHEET S-601 FOR
THICKENED SLAB - 7'-0"x7'-0" 1'-6"
3'-8"
C L
R
1'-0"1'-6"11"
9"
9'-8" 1'-6" 1'-0"
C L
R
1'-8" 1'-8"
2'-4" 2'-6"
5"
L H P
IP
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V F
IN
F
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EL. 108'-0"
L
EL. 104'-6"
EL. 108'-0"
L H P
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E C E
L E
V F
IN
F
L R E
L E
V
SB307
F2
F5
SB307
WITHIN TOP 5"
3 #3 CLOSED TIES
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E2
PIPE SUPPORT SECTION
SCALE: 1/2" = 1'-0" 0 2' 4'1' E4
PIPE SUPPORT SECTION
SCALE: NTS 0 2' 4'1'E8
PIPE SUPPORT SECTION
SCALE: 1/2" = 1'-0"
0 2' 4'1'A2
PIPE SUPPORT SECTION
SCALE: 1/2" = 1'-0"
A5
PIPE SUPPORT SECTION
SCALE: NTS 0 2' 4'1'A8
PIPE SUPPORT SECTION
SCALE: 1/2" = 1'-0"
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ISSUED FOR CONSTRUCTION
PIPE THRU ROOF
METAL FL BOOT
FLASHING BOOT OR
FLEXIBLE EPDM PIPE
FLANGED SLEEVE
LOW END AND INTEGRAL
DOWN OVER RIBS AT
METAL TRAY TURN
METAL ROOF
STANDING SEAM
MAMBRANE
LEAK BARRIER
VAPOR, AIR, AND
STRUCTURE - SEE STR
STEEL ROOF DECK
COMPOSITE CONCRETE/
W /P
IP
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IA
V A
R
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S /2
M
IN
BASE DIA. VARIES W/PIPE DIA.
CLAMPING RING
STAINLESS STEEL
CLAMPING RING
COLLAR HOOD W/ S.S.
FABRICATED STORM
STAINLESS STEEL FIELD
WOOD NAILER
PRE-FAB ROOF CURB
METAL FLASHING
CLOSURE
ROOF PANEL END
SIDES
2X WOOD NAILERS 4
OPENING
STEEL ANGLE AT
AROUND OPENING
STEEL FRAME
CLOSURE
ROOF PANEL END
PANELS
1'-0" UNDER ROOF
EXTEND FLASHING
METAL ROOF
STANDING SEAM
WATER DIVERTER
REF. STRUCT
STEEL STRUCUTRE
REFER MECH SHEETS
1'-0" MIN.
M
IN
2'-0" IN ALL DIRECTIONS
FLASHNG EXTENDS
CONTINUATION
A3 THIS SHEET FOR
VENT PIPE - SEE DETAIL
MEMBRANE
VAPOR RETARDER
INSULATION
RIGID ROOF
ROOFING ASSEMBLY
MODIFIED BITUMEN
FIRESTOPPING
PIPE SLEEVE
W/ ROOF ASSEMBLY
SEALANT COMPATIBLE
ROOF DECK
@ 8-INCHES ABOVE
W/ S.S. CLAMPING RING
FLANGE SET IN BITUMEN
VENT PIPE FLASHING WITH
CONTINUATION
A7 THIS SHEET FOR
VENT PIPE - SEE DETAIL
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PLUMBING VENT THROUGH ROOF DETAIL
SCALE: 3" = 1'-0"
A3 6"0 3" 1'
SCALE: 3" = 1'-0"
ROOF EXHAUST FAN/PENTHOUSE DETAIL
SCALE: 3" = 1'-0"
F7
PLUMBING VENT THROUGH ROOF DETAIL
SCALE: 3" = 1'-0"
A7
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-9
-0
ISSUED FOR CONSTRUCTION
CONTROL ROOM
MECH. ROOM
PUMP ROOM
M
PIT 3
FP-1FP-2FP-3FP-4
CV-1CV-2CV-3CV-4
(TYP)
MAV
MAV
MAV
IFIF
IF
IF
IF
IF
IF
IF
MAV
1"
1"
FSCV-1FSCV-2FSCV-3
FSCV-4
FSI-1FSI-2FSI-3FSI-4
1" 1"
2"
IF
IFIF
IF
MAV
IF
IF
IF
IFIF
SWING
F/S DOOR
MAV
MAV
RP-1
MAV
JP-1
MAV
2"
1"
1"
2"
2"
TP-1TP-2
FSR-1FSR-2
FSR-3
CV-5CV-6
MAV
MAV
MAV
(TYP.)
MAV
NC
NO
NONO NO
NONO NC
NO
1"
1"
2"
MAV
TRENCH
RUN IN
NC NO
NO
1"
2"
ABOVE
MAV
MAV
MAV
FSCV-5FSCV-6FSCV-7
PS-1
2"
M-301
A3/D2
M -3
D
M -3
D
A
M -3
M-303
A1
E
M -3
M -3
D
2"
2"
MAV
FILLSTANDS
10" FROM TRUCK
LINE
SLOW FILL
SEPARATOR
2" FILTER
HEADER
16" SUCTION
8" X 10" INCREASER
8"
2" PCV 8"X6" REDUCER
6"X4" REDUCER
PS-24
MAV
PS-22
8"
SIDING
8" FROM MILLER
2" DRAIN
PS-21
BPCV
PS-19
8" PS-20
SURGE TANK
40 GALLON
PS-23
SURGE TANK
40 GALLON
2" DRAIN BELOW
PS-14
PS-26
PS-13
PS-27
PS-25
PS-6
PS-6
PS-7
TANK NO. 4
8" TO OPERATING
TYPE III SYSTEM
10" TRANSFER TO
LINE
8" RETURN
PS-13
8"
PS-3
10" FROM BULK STORAGE
TANKS NO'S (2, 3, & 5)
8"
PS-26
TANKS NO'S (2, 3, & 5)
8" TO BULK STORAGE
1"
RECEIPT FILTER
SEPARATOR BYPASS
TANK RECEIPT
8" OPERATING
BULK TO BULK FILTERED
TRANSFER OR BULK TO
OPERATING FILTERED
TRANSFER
ROUTE PIPE
ALONG FLOOR
LINE
SLOW FILL
SEPARATOR
2" FILTER
10" ISSUE VENTURI
PIT-2
PIT-1
PS-15
REDUCER
10" x12"
M-503
SHEET
PS-2, SEE
MS502.
TANK, SEE DETAIL "A" SHEET
2" TO PRODUCT RECOVERY
DETAIL "A" SHEET MS502
RECOVERY TANK, SEE
2" FROM PRODUCT
FLOOR
ANCHOR TO
(TYP.)
BLIND FLANGE
PS-8
2" 6"
PS-9
PS-9
PUMP
JOCKEY
PS-10
PS-11
PS-10
PS-12
DPT-1 & 2
2"
8"
2"
FILLSTANDS
10" TO TRUCK
4"
IF
CONTROL VALVE
2" TO PRESSURE
VENTURI BELOW
VALVE, 4" RETURN
DEFUEL/FLUSH
TANK
RECOVER
PRODUCT
HEADER
DISCHARGE
12" PUMP
6"
6" 6"
PS-12
PS-12
PS-12
6"
TANKS NO'S 1 AND 4
16" FROM OPERATING
ALONG FLOOR
ROUTE PIPE
PS-27
PS-26
PS-4
6"
PS-1
8"
PS-17
PS-1
PS-5
SAMPLE
CONNECTION
PS-9
PS-9
TANK NO. 1
8" TO OPERATING
6" 6"
METER
RECEIPT FLOW
(TYP. OF 6)
FLOW CONTROLLER
VALVE (CV) W/RATE OF
NON-SURGE CHECK
TO RETURN LINE
8" CROSS CONNECTION
HAND WHEEL CHAIN.
SUPPORT FOR VALVE
PROVIDE HOOK ON PIPE
CONNECTION
SAMPLE
6"
ARCHITECTURAL.
SEE
OVER 2" DRAIN LINE.
PROVIDE RAMP
PS-18
TANKS
OFFLOAD DROP
8" FROM TRUCK
BULK RECEIPT
1200 GPM F/S
STRAINER
BASKET
ARCHITECTURAL.
DRAIN LINE. SEE
PROVIDE RAMP OVER 2"
PS-16
BULK RECEIPT
OPERATING TRANSFER OR
TRANSFER OR BULK TO
1200 GPM F/S BULK TO BULK
PS-16
NO'S 1 & 4 (ABOVE)
OPERATING TANK
TRANSFER TO
PIPING TO PIER FOR FS-16
ROUTE AND ANCHOR 2"
PS-16
PS-16
10"
PS-14
6"
6"
PS-15
6"
PS-8
PS-16
8"
FROM PRT
RETURN
2" PRODUCT
PS-16
IF
N
A1
PIPING PLAN
SCALE: 1/4"=1'-0" 0 4' 8'2'
PS-8 PS-8
8" 8" 8" 8"
PS-8
NO
MM
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C
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D A
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O
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E C
K E
D B
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D R
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N B
Y
IS
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U E D
A T
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
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D
C
B
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®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
O M
A H
A D
IS
T R
IC
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C
A P
IT
O L A
V E
N U
E
O M
A H
A
N E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
M A
Y
C A
T E
G O
R Y C
O D
E
F
IL
E N
A M
E
A N
S I
D
W
H N -1
-R -3
S E
Y M
O U
R J
O H
N S
O N A
F B
N O
R T
H C
A R
O L
IN
A
C O
N S
T R
U C
T T
A N
K E
R T
R U
C K D
E L
IV
E R
Y S
Y S
T
-9
-0
ISSUED FOR CONSTRUCTION
N.O.
IF
N.O.
PSIG
0-300
MAV
8"
MAV
I34
I35 R11
R10
1"
1"
N.C.
MAV
8"
1"
MAV
8"
CV-1
MAV
CV-2
PSIG (TYP. FOR 7)
-30" W.C. VAC. TO 60
2"
IF
N.O.
D/FV-1
N.O.
6"
N.O.
PSIG
0-300
S
4"
8"
2"
PCV-1
2"N.O.
PSIG
0-300
2"
MAV
8"
CV-3CV-4
1" 12"
(TYP.)
BLEED
12"
MAV
"2
2"
MAV
2"
N.C.
N.O.
IF
MAV
IF
F S
C V -1
F S
C V -2
F S
C V -4
MAV
IF
PSIG
0-300
SSSS
MAV
S
4"
8"
200 PSIG
PIT
8"
1"
1"
SURGE TANK
2"
2"
AS STAINLESS STEEL. PIPING SHALL BE IN ACCORDANCE WITH SPECIFICATION 33 52 43.13.
3. ALL PIPING 2" AND SMALLER SHALL BE EXTERNALLY COATED CARBON STEEL UNLESS NOTED
STEEL IN ACCORDANCE WITH SPECIFICATION 33 52 43.13.
" AND LARGER SHALL BE INTERNALLY / EXTERNALLY COATED CARBON 2
12. ALL PIPING 2
1. SEE SHEET M-001 FOR NOTES, LEGEND
NOTES:
2"
6"6"6"
2"2"
2"
1"
1"1"1"
12"
2"
N.O. N.O. N.O.
N.O.N.O.N.O.N.O.
FSI-1
600 GPM
FSI-2
600 GPM
FSI-3
600 GPM
FSI-4
600 GPM
N.O.
16"
8"
N.O.
FP-2
GPM
1"
N.O.
"2
16"
8"
N.O.
FP-3
GPM
1"
N.O.
"2
16"
8"
N.O.
FP-4
PSIG
0-300
1"
6"
1"
N.O.
12"
"2
MAVMAVMAV
16"
IF
2"
2"
N.O.
2"
8"
N.O.
8"
2"
8"
1"
1"
N.O.
IF
IF
IF
2"
RP-1
2"
1"
JP-1
2"
2"
2"
PRODUCT RECOVERY TANK (4000 GAL.)
2"
PSIG
0-100
1"
MONITOR
LEAK DETECTION IF
GAUGING HATCH
SAMPLING &
VENT
PSIG
0-100
PG
PG
MANWAY
LADDER
0-100 PSIG
PSIG
S
OFFLOAD NO. 4
TRUCK
OFFLOAD NO. 3
TRUCK
OFFLOAD NO. 2
TRUCK
OFFLOAD NO. 1
TRUCK
PG
PG
OFFLOAD DROP TANKS (10,000 GAL EA.)
IF
IF
IF IF IF IF
8"
8"
PG PG
S
DP
PG PG
S
DP
PG PG
S
DP
PG PG
S
DP
8"
50 GPM
(FTP-1)
PUMP
TRANSFER
FUEL
MANUAL TESTER
FLOAT SWITCH W/
IF
OV-1 CLOSES AT 95% FILL LEVEL
GPM
8"
FSCV-7
FSCV-6
FSR-3 FSR-2
N.O.
1"
N.C.
1"
8" 1"
8" 1"
1200 GPM N.O. 1200 GPMN.O.
8"
1"
1"
2"
1"
1200 GPMN.O.
8"
1"
FSR-1
FSCV-5
1"
AAV
2" 2"
2"
2"
N.C.
IF
MAV CV-5
PG
MAV
CV-6
8" "2
10"
TP-1
GPM
PSIG
0-300
1"
6" 1"
N.O.
N.O.
10"
8" N.O.
TP-2
N.O.
8"
"2
MAV
2"
PSIG
0-300
IF
1"
IF
8"
2"
1"
1"
1" 2"
MAV
SEE SHEET M-202
FOR CONTINUATION,
IF IF
IF
IF
2"8"
16"
FILLSTAND NO. 1
TRUCK
FILLSTAND NO. 2
TRUCK
FILLSTAND NO. 3
TRUCK
FILLSTAND NO. 4
TRUCK
8"
N.O.
8"
8"
MAV
% - 3%2
1SLOPE DOWN 1
N.O. N.O.
N.O.
N.O.
N.C.
N.C.
6"
IF
IF
PLATE
ORIFICE
BLOCK VALVE (TYP.)
5 VALVE STAINLESS STEEL
MANIFOLD (TYP.)
2 VAVLE STAINLESS STEEL
8"
8"
4"
10"
PSIG2"
MAV
LIQUID LEVEL
INDICATOR
FLOAT SWITCH W/
MANUAL TESTER
10" ISSUE
VENTURI
SEE DETAILS
"B" & "H"
SHEET M-501
PRODUCT
RECOVERY
PUMP
10"
LOW POINT
DRAIN PIT
2" LPD
1/2 " TUBING & FITTINGS
VENT (TYP.)
(TYP. FOR 2), SEE DETAIL "J" SHEET M-501
PRESS INDICATING TRANSMITTER
MS-503
DETAIL "A" SHEET
ELEVATION SEE
FOR PLAN AND
TRUCK FILL STAND
STRAINER
D.B.B. PLUG VALVE
6" FULL PORT
VALVE
CHECK
10"
6" 10" 8"
0-100 PSIG
OV-4
0-100 PSIG
PRESSURE RESERVOIR
PUMP
ELECTRIC
10"
GAUGING HATCH
SAMPLING &
VENT
HOSE
MANWAY
LADDER
8"
8"
SIDING
FROM MILLER
8" TRANSFER
AND STOPS FUEL TRANSFER PUMP.
FLOAT SWITCH ASSEMBLY - STARTS
SHT. M-501
SEE DETAIL "A" & "H",
4" RETURN VENTURI
8"
OV-3
(OP-1,2) 400 GPM EA.
OFFLOAD PUMP
LEVEL ALARM AT 90% FULL LEVEL
AT 20% FULL LEVEL; SOUNDS HIGH
70% FULL LEVEL; STOPS BOTH PUMPS
FULL LEVEL; STARTS SECOND PUMP AT
PUMPS: STARTS FIRST PUMP AT 50%
AND STOPS THE FUEL OFFLOAD
FLOAT SWITCH ASSEMBLY STARTS
OFFLOAD PUMP
(OP-3,4) 400 GPM EA.
PUMP
JOCKEY
6"
SAMPLE CONN.
N.O.
TYP.
1" VALVE
F S
C V -4
F S
C V -3
1" 1"
2" 2"
12" 12" 12" 12"
1" 1" 1"
2" 2" 2" 2"
N.O.
8"
"2
16"
16"
2"
FP-1
GPM
1" 1" 1" 1"
PSIG
0-300
PSIG
0-300
PSIG
0-300
12" 12" 12"
6" 6"
1"
6"
BPCV-1
RELIEF VALVES
PUMPS, HEADERS, STRAINER, AND
DRAIN FROM FILTER SEPARATORS,
WATER DRAW-OFF
2" FILL
HOSE (TYP.)
ELECTRIC PUMP
STRAINER
TYPE III SYSTEM
10" TRANSFER TO
BALL VALVE
PIGGABLE D.B.B
SEE SHEET MS506 FOR DETAIL
PIG LAUNCHER CONNECTION,
8"
2" 2" 2"
8" 8"
TANK NO. 1
8" FILL TO OPERATING
2"
TANKS (2, 3, 5)
8" FILL TO BULK
BULK TANKS (2, 3, 5)
10" ISSUE FROM
GPM
ALL TANKS
16" ISSUE FROM
TANK NO. 4
8" FILL TO OPERATING
8"
8"
8"
6" 1"
10"
8"
8"
A7
FLOW DIAGRAM
SCALE: NO SCALE
10"
CV-9
CV-10
CV-12
CV-11
S S S
BALL VALVE
4" FULL PORT
PLUG VALVE
PORT D.B.B.
10" FULL
TYPE
BALANCE
50 PSI
TYPE
BALANCE
50 PSI
TYPE
BALANCE
50 PSI
TYPE
BALANCE
50 PSI
TYPE
BALANCE
50 PSI
\\nwofpcadd01\AEC_WS_001\SJ06\40000 Design Products\CAD_BIM\_Sheets\CXVM-201.dwg
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V M -2
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C .R .M
A .P .K
A .P
K Y
H N
S H
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M-201
R E
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D A
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H A
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A T
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N N
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D B
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D E
S C
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N
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S
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S U
B M
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T E
D B
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D A
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C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®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
O M
A H
A D
IS
T R
IC
T
C
A P
IT
O L A
V E
N U
E
O M
A H
A
N E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
M A
Y
C A
T E
G O
R Y C
O D
E
F
IL
E N
A M
E
A N
S I
D
W
H N -1
-R -3
S E
Y M
O U
R J
O H
N S
O N A
F B
N O
R T
H C
A R
O L
IN
A
C O
N S
T R
U C
T T
A N
K E
R T
R U
C K D
E L
IV
E R
Y S
Y S
T
-9
-0
ISSUED FOR CONSTRUCTION
HLV-1
1"
1"
PSIG
PSIG
OPERATING TANK NO. 1
HLV-4
1"
PSIG
OPERATING TANK NO. 4
HLV-2
1"
PSIG
HLV-5
HLV-3
1"
PSIG
BULK / OPERATING TANK NO. 5
BULK / OPERATING TANK NO. 3
SEE SHEET M-201
FOR CONTINUATION,
AS STAINLESS STEEL. PIPING SHALL BE IN ACCORDANCE WITH SPECIFICATION 33 52 43.13.
6. ALL PIPING 2" AND SMALLER SHALL BE EXTERNALLY COATED CARBON STEEL UNLESS NOTED
STEEL IN ACCORDANCE WITH SPECIFICATION 33 52 43.13.
" AND LARGER SHALL BE INTERNALLY / EXTERNALLY COATED CARBON 2
15. ALL PIPING 2
4. 2" WASTE WATER PIPING IS NOT SHOWN ON THIS DIAGRAM.
3. ALL PIPING IS ABOVEGROUND INT/EXT COATED CARBON STEEL UNLESS OTHERWISE NOTED.
2. ALL TANKS ARE EXISTING, ALL PIPING AND TANK NOZZLES ARE NEW.
1. SEE SHEET M-001 FOR NOTES & LEGEND
NOTES:
1"
IF
IF
"A" SHT. MS501 (TYP.)
SYSTEM, SEE DETAIL
WATER DRAW-OFF
PSIG
BULK / OPERATING TANK NO. 2
EXISTING DIKE WALL (TYP.)
RUN PIPING THROUGH
EACH ISSUE AND FILL PIPE)
(TYP. OF 3 PER TANK FOR
FLEXIBLE BALL JOINTS
16"
WALL (TYP.)
EXISTING DIKE
EXISTING DIKE WALL (TYP.)
RUN PIPING THROUGH
PIPE SLEEVE
(TYP.)
PIPING (TYP.)
ABOVEGROUND
TRANSITION TO
NO. 4 FILL
8" TANK
NO. 1 FILL
8" TANK
ALL TANKS
16" TANK ISSUE
(NO'S. 2, 3 & 5) FILL
8" BULK TANK
10" BULK TANK
(NO'S. 2, 3 & 5) ISSUE
16"
(TYP.)
PIPE SLEEVE
10"
10"
8"
WALL (TYP.)
EXISTING DIKE
10"
10"
16"
(TYP.)
PIPE SLEEVE
8"
10"
16"
EACH ISSUE AND FILL PIPE)
(TYP. OF 3 PER TANK FOR
FLEXIBLE BALL JOINTS
10"
EXISTING DIKE WALL (TYP.)
RUN PIPING THROUGH
EXISTING DIKE
WALL (TYP.)
1"
8" 8"
(EXISTING)(EXISTING)(EXISTING)
(EXISTING)
(EXISTING)
1"
PSIG
1"
PSIG
1"
PSIG
1"
PSIG
N.C.
1"
N.C.
50 PSIG
1"
1"
N.C.
1"
1"
1"
N.C.
1"
1"
N.C.
A3
FLOW DIAGRAM
SCALE: NO SCALE
IF IF IF IF IF
200 PSIG BALANCE TYPE
BALANCE TYPE
50 PSIG
8"
8"
8" 8" 8"16" 10"
8"
8"
16"
16"
4"
2"
50 PSIG
16"
4"
2"
50 PSIG 50 PSIG
50 PSIG
16"
4"
2"
16" 16"
4" 4"
2" 2"
16" 16"
16"
16"
16"
8"
8"
\\nwofpcadd01\AEC_WS_001\SJ0…
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