Am1_Drawings_W912PL-15-R-0002.pdf
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Amendment 1 - Drawings. Changes to 23 sheets.
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S O
L
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A T
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N N
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F
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A M
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D W
N B
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D B
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D E
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D B
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D E
S C
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IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
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S
IZ
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S U
B M
IT
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C A
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P L
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IN
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IN
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T R
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M A
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N A
P P
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D A
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C O
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R A
C T N
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LOS ANGELES DISTRICT
L O
S A
N G
E L E
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C A
L
IF
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IA
U .S
A R
M Y E
N G
IN
E E
R D
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T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
P
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
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L U
K E A
F B
A Z
Y
D E
C E
M B
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.1
X
F -9
-0
LETTER
IDENTIFICATION
LOCATION
G-002
IN
D
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N E
R
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N S
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A N g e d x e lb
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.d w
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.d w g in in in
INDEX
LOCATION A = SITE/EXTERIOR
LOCATION IDENTIFICATION LEGEND
LOCATION B = PUMPHOUSE
SHELTER
LOCATION C = THERMO-MANAGEMENT
L
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IT
A T
IO
N N
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F
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2 3
C
4 5
A
B
M A
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A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
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IZ
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S U
B M
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D B
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C A
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P L
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D A
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IN
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M Y E
N G
IN
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T R
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M A
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D E
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N A
P P
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D A
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C O
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R A
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O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
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N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
G-003
IN
D
E X
C O
N T 'D e d x e lb
I:
d w g s c a d d
L U
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.d
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.d w g in in
INDEX, CONT'D
A M
N E
R
V
IS
IO
N S
J
A N
359 350
G
S
S
S
MW
MW
G
MW
S
P
P
MW
P
MW
MW
MW
MW
MW
MW
G
G
MW
MW
MW
MW
MW
P
MW
P
SEE DETAIL.DGN
S O
L
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IT
A T
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N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
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D E
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N E
D B
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D E
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
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S
IZ
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B M
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P L
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D A
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F E
N G
IN
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R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
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N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
X X
XX
XXXXXXXX
X X
X X
X X
X X
X X
X X
JE
RSTAD
LANE
- SEE DETAIL SHEET CP511
REPLACE ASPHALT PAVEMENT
- SEE DETAIL SHEET CP511
REPLACE ASPHALT PAVEMENT
MECHANICAL SHEETS
FUEL TRANSFER LINE - SEE
PLAN SHEET CS401
SEE ENLARGED
UTILITY SHEETS
WATER LINE - SEE
SURVEY LIMITS
SURVEY LIMITS
- SEE "B" SHEETS
NEW PUMPHOUSE
AND UFC 3-260-01
CENTERLINE PER AFI 32-7063
EXTENDED RUNWAY
1500' CLEARANCE FROM
A
C S
C S
10"W
JP
-8
JP
-8
JP
-8
KEY PLAN
NO SCALE
M A
T C
H L
IN
E A
R E
A
M A
T C
H L
IN
E A
R E
A
SCALE: 1''= 50'-0"
0 50'50' 25' N
MATCHLINE - AREA 6MATCHLINE - AREA 6 CS101
IT
E P
L A
N A
R E
B
E L
B M
T J
G M e d x e lb
I:
d w g s c iv il
L U
A
C S .d
A
C S .d w g
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A M
V
IS
N
D R
A W
N J
A N
W
P
P
P
Luke AFB TopoV-Electric BoxElectric Box
S O
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N N
O
F
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A M
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N B
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
- SEE MECHANICAL SHEETS
LINE TO FLIGHTLINE FILLSTANDS
UNDERGROUND FUEL TRANSFER
TO EXISTING
TIE NEW FENCE
TO EXISTING
TIE NEW FENCE
GATE WITH 22' OPENING
NEW DOUBLE SWING
NEW 7' CHAIN-LINK FENCE
- SEE LOCATION "B" SHEETS
NEW PUMPHOUSE OUTLINE
CONTROL ROOM
PUMP PAD- SEE DETAIL CS508
NEW PIG LAUNCH PAD
TANK DETAILS
MECHANICAL SHEETS FOR
CS508 FOR PAD DETAILS AND
RECOVERY TANK - SEE SHEET
NEW ABOVEGROUND PRODUCT
BASIN - SEE DETAIL CS503
NEW TANK REMOTE CONTAINMENT
CS508
PAD - SEE DETAIL
NEW GENERATOR
SEE DETAIL SHEET CS508
NEW PIPE GUARD (TYP) -
EXISTING CONTAINMENT VALVES TO REMAIN
PAVEMENT OUTLINE
NEW ASPHALT
PAVEMENT OUTLINE
NEW ASPHALT
PAVEMENT OUTLINE
NEW ASPHALT
PAVEMENT OUTLINE
NEW ASPHALT
TANK DETAILS
MECHANICAL SHEETS FOR
FOR PAD DETAILS AND
TANK - SEE SHEET CS508
NEW WATER DRAW OFF
REPLACED FENCELINE)
AND UFC 3-260-01 (ALONG EXISTING/
RUNWAY CENTERLINE PER AFI 32-7063
1500' CLEARANCE FROM EXTENDED
EQUIPMENT TO REMAIN
EXISTING ELECTRICAL
EQUIPMENT TO REMAIN
EXISTING ELECTRICAL
TO REMAIN (TYP)
WATER VALVE
24'
20.88'
27.12'
.9
7'
7.5'
.5
5'
19.84'
SIGNAGE (LARGE)
CONTROLLED AREA
SIGNAGE (LARGE)
CONTROLLED AREA
SIGNAGE (SMALL)
CONTROLLED AREA
SIGNAGE (SMALL)
CONTROLLED AREA
VALVE VAULT
NEW TANK SUCTION
X X
XX
XXXXXXXX
X X
X X
X X
X X
X X
X X
KEY PLAN
NO SCALE
CS401
M P
H O
U S
E A
R E
A E
N L
A R
G E
D P
L
B
E L
B M
T J
G M e d x e lb
I:
d w g s c iv il
L U
A
C S .d
A
C S .d w g
N
SCALE: 1"= 10'-0"
0 10'10' 5'
A M
N E
R
V
IS
IO
N S
J
A N
1080.30 1080.321079.70 1080.00
1080.01
1079.651079.65
W
1079.87
1080.07
1079.46
1080.07
W
P
1080.841080.43
1080.34
1080.00
1080.23
1080.21
1080.16
P
1079.86
1079.95
1080.11 1079.95
1080.05
1079.95
1079.77
1079.56
P
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S O
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
FF ELEV = 1081.25
CONTROL ROOM
TOC ELEV = 1081.25
FF ELEV = 1080.75
PUMP PAD
B
CG401CG302
A
C G
C G
1080.75
1080.75
1080.751080.75
1080.50
TOC 1081.25
TOC 1081.50
TOC 1081.00
1080.12 1080.35
1080.13
1080.18
1080.22
1080.32
1080.52
X X
XX
XXXXXXXX
X X
X X
X X
X X
X X
X X
KEY PLAN
NO SCALE
CG401
M P
H O
U S
E A
R E
A
E N
L A
R G
E D G
R A
D
IN
G P
L A
N
E L
B
E L
B M
T J
G M e d x e lb
I:
d w g s c iv il
L U
A
C G .d
A
C G
.d w g
N
SCALE: 1"= 10'-0"
0 10'10' 5'
A M
N E
R
V
IS
IO
N S
J
A N
XX
XXXXXXXX
X X
X X
X X
X X
X X
X X
F S
P G
P G
F S
F S
P G
P G
F S
FS
G
S
MW
MW
G
MW
S
P
P
MW
P
MW
MW
MW
MW
MW
MW
G
G
MW
MW
MW
MW
MW
P
MW
P
INV. = 1075.29 (W) 6" CLAY
INV. = 1074.96 (S) 6" CLAY
INV. = 1074.93 (N) 6" CLAY
RIM = 1079.43
SSWR MH
INV. = 1075.35 (W) 6" CLAY
INV. = 1075.02 (S) 6" CLAY
INV. = 1075.06 (N) 6" CLAY
RIM = 1079.65
SSWR MH
MW
UEx
UEx
UEx
UEx
UEx
UEx
UEx
UEx
UEx
UEx
UEx UEx
U E x
U E x
U E x
U E x
U E x
UEx UEx
U E x UEx
UEx
U E x
U E x
U E x
U E x
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
KEY PLAN
NO SCALE
M A
T C
H L
IN
E A
R E
A
M A
T C
H L
IN
E A
R E
A
SCALE: 1''= 50'-0"
0 50'50' 25' N
MATCHLINE - AREA 6MATCHLINE - AREA 6
TO FLIGHTLINE FILLSTANDS
NEW U/G 10" TRANSFER LINE
ELBOW
3D 65 DEGREE
SEE SHEET MS-102
FOR CONTINUATION,
PIPING SITE PLAN - AREA 1
SITE PLAN
PUMP HOUSE AREA
FOR ENLARGED
SEE SHEET MS401
STA. 00+63
04+02
JP
-8
JP
-8
JP
-8
MS101
IP
IN
G S
IT
E P
L A
N A
R E
.P
K Y
H N
A P
K C
R M
M
IC
H A
S M
H e d x a p k
I:
d w g s m e c h
L U
A
M S .d
A
M S .d w g
A
M
R
E V
IS
E D A
N D R
E D
R A
W N
-2
-2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
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S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
-0+50 0+00 0+50 1+00 1+50 2+00
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
-0+50 0+00 0+50 1+00 1+50
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
T O P
U M
P H
O U
S E
S T
A E
L B
O W U
P
S T
A E
X S
T D
C W
IN
D
IR
E C
T
IO
N
S T
A C
H A
N G
E
IN
D
IR
E C
T
IO
N
S T
A C
H A
N G
E
S T
A E
X S
T D
C W
E X
IS
T
IN
G
D .B .B V
A L
V E
S T
A C
O N
N E
C T T
O
LINE
16" WITHDRAWAL
16" X10" REDUCER
GRADE
FINISHED
18.85" IN 100'-0"
SLOPE DOWN:
DRAIN PIT
LOW POINT
10701070
T O P
U M
P H
O U
S E
S T
A E
L B
O W U
P
D C
W
S T
A E
X
IS
T
IN
G
D
IR
E C
T
IO
N
S T
A C
H A
N G
E I
N
D
IR
E C
T
IO
N
S T
A C
H A
N G
E I
N
S T
A E
L B
O W U
P
T O T
A N
K N
O
S T
A
T A
K E
O F F
D
IR
E C
T
IO
N
S T
A C
H A
N G
E I
IS
T
IN
G P
IP
IN
G
S T
A C
O N
N E
C T T
O
8" IN 100'-0"
SLOPE DOWN:
4" IN 100'-0"
SLOPE DOWN:
DRAIN PIT
LOW POINT
8" TANK FILL
FINISHED GRADE
D
IR
E C
T
IO
N
S T
A C
H A
N G
E I
N
GRADE
EXISTING
-0+50 0+00 0+50 1+00
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
E L E
V A
T
IO
N I
N F
E E
T A
B O
V E M
S L
T O P
U M
P H
O U
S E
S T
A E
L B
O W U
P
IN
D
IR
E C
T
IO
N
S T
A C
H A
N G
E
B R
A N
C H
S T
A
T E
E
S T
A P
IP
E C
A P
GRADE
FINISHED
6" IN 100'-0"
SLOPE DOWN:
DRAIN PIT
LOW POINT
VAULT
ISOLATION VALVE
SCALE: 1" = 5'-0"
5' 2.5' 0 5'
SCALE: 1" = 50'-0"
0 50'50' 25' 12.5'
SCALE:
VERT. 1"=5'-0"
HORIZ. 1"=50'-0"
TANK FILL LINE PROFILE
SCALE:
VERT. 1"=5'-0"
HORIZ. 1"=50'-0"
SCALE:
VERT. 1"=5'-0"
HORIZ. 1"=50'-0"
NEW VALVE VAULT PROFILE
TANK WITHDRAWAL LINE TO
EXISTING VALVE VAULT PROFILE
TANK WITHDRAWAL LINE TO
MS109
T A
N K P
IP
IN
G P
R O
F
IL
K
A P
K C
R M
M
IC
A H
S M
IT
H
P .E e d x a p k
J d w g s m e c h
L U
A
M S .d
A
M S .d w g
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
ENLARGED PUMPHOUSE SITE PIPING PLAN
X
X X
X X
X X
X X
X X
W
W
W
W
W
W
W
UEx
UEx
UEx U E x
U E x
U E x
U E x
UEx UEx
U E x UEx
UEx
U E x
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
F S
P G
P G
F S
F S
P G
P G
F S
FS
F S
R -1
F S
R -2
TO FLIGHTLINE FILLSTANDS
NEW U/G 10" TRANSFER LINE
TANK 350
ABOVEGROUND PIPING
PIPING TO EXISTING
CONNECT NEW 8"
TANK 359
SEE SHEET MS505
PIG LAUNCHER,
SEE SHEET MS-101
FOR CONTINUATION,
AT ABOVEGROUND ELBOW.
PROVIDE INSULATING FLANGE
TRANSITION TO BURIED PIPING.
THROUGH EXISTING DIKE WALL.
SEAL AT PENETRATION
PROVIDE NEW SLEEVE AND
8" A/G
SEE SHEET M-301
WASTE WATER TANK
500 GALLON
STA. 0+17
STA. 0+25
STA. 0+39
STA. 0+61
STA. 1+58
STA. 0+58
STA. 0+73
STA. 0+88
OFF DETAIL.
FOR WATER DRAW
SEE SHEET MS503,
PIPING
2" A/G SST
THROUGH EXISTING DIKE WALL.
SEAL AT PENETRATION
PROVIDE NEW SLEEVE AND
MS503.
(TYP.) SEE SHEET
EVERY 7 FEET
PIPE SUPPORTS
SMALL BORE
TYP. OF 2.
OFF TANKS WITH NEW.
EXISTING WATER DRAW
REMOVE AND REPLACE
DIKE WALL
STA. 01+29
SEE SHEET M-301
500 GALLON PRT,
WALL
ROUTE ALONG DIKE
2" A/G SST PIPING,
PIPING
1" A/G SST
(TYP.)
SUPPORTS
FREE PIPE
STA. 1+16
THROUGH EXISTING DIKE WALL.
SEAL AT PENETRATION
PROVIDE NEW SLEEVE AND
PIPING
WITHDRAWAL
STORAGE TANK
NEW 16" U/G BULK
TANK FILL PIPING
NEW 8" U/G OPERATING
SEE SHEET M-101
PUMPHOUSE,
FREE SUPPORTS
DIMENSIONS.
FOR PIPE SUPPORT
SEE SHEET MS403
PIT
LOW POINT
PIT
LOW POINT
VAULT
FOR EXISTING ISOLATION VALVE
SEE DETAIL 'D' ON SHEET MS506
STA. 00+18
STA. 01+22
CAP (TYP.)
WELDED PIPE
INCREASER
PIPING TO NEW
CONNECT NEW 16"
STA. 00+35
STA. 00+45
STA. 0+00
STA. 0+00
STA. 0+65
STA. 0+00
VALVE
16" D.B.B. PLUG
N 3996.35944
E 402.21888
N 3996.35620
E 402.22218
SHEET MS506.
SEE DETAIL ON
NEW VALVE VAULT.
TANK WITHDRAWAL
N 3996.34922
E 402.21922
N 3996.30713
E 402.20288
N 3996.33899
E 402.20195
N 3996.34426
E 402.20692
N 3996.34324
E 402.20183
N 3996.34285
E 402.18841
N 3996.33300
E 402.18870
MS401
L A
R G
E D P
U M
P H
O U
S E S
IP
IN
G P
L A
N
A .P
K Y
H N
A P
K C
R M
M
IC
H A
S M
IT
H
P e d x a p k
J d w g s m e c h
L U
A
M S .d
A
M S .d w g
.0
SCALE: 1''= 10'-0"
0 10'10' 5' N
PIPE SUPPORT LEGEND:
GUIDED
FREE
ANCHORED
SADDLE
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
ABOVE GRATING
INSTALL VALVE HANDLE
GRADE
BALL VALVE
AND BLEED PLUG VALVE OR
PIGGABLE DOUBLE BLOCK
ABOVE GRATING
VALVE, ADAPTOR AND IF
2" LOW POINT DRAIN,
ABOVE GRATING
VALVE, ADAPTOR AND IF
" HIGH POINT VENT,2
2" ABOVE SUMP PIT BOTTOM
GRATING AND PIPE EXTENDED TO
ADAPTOR AND DUST CAP ABOVE
MALE CAN TYPE DRY BREAK
2" PUMP OUT PIPE WITH BRONZE
AND BAR GRATING DETAILS.
REINFORCED CONCRETE
SEE SHEET SS504 FOR
1'-6"1'-6"
4'-0"
GRADE
2" BALL VALVE
FEMALE DUST CAP
TYPE CONNECTOR WITH
2" BRONZE MALE CAM
2" WELDING BRANCH
#4 AT 12" E.W.
3"
M
IN
M A
X
1'-6"1'-6"
4'-0"
GRADE
#4 AT 12" E.W.
3"
M
IN
M A
X
FEMALE DUST CAP
TYPE CONNECTOR WITH
" BRONZE MALE CAM2
2" SCH. 40 SLIP REMOVAL
NECESSARY FOR
DIMENSION AS
6" MIN. (TYP.)
6" MIN. (TYP.)
6"6"
6" 6"
NO SCALE
AND NOTES
SS502 FOR TYPICAL FEATURES
LEAF PIT DOOR. SEE SHEET
GALVANIZED STEEL SINGLE
3'-0" X 3'-0" ALUMINUM OR
AND NOTES.
SS502FOR TYPICAL FEATURES
LEAF PIT DOOR. SEE SHEET
GALVANIZED STEEL SINGLE
3'-0" X 3'-0" ALUMINUM OR
NOTES:
AT THE SUPPORTS.
" THICK BUNA-N, RAP AROUND THE VENT AND DRAIN PIPE8
1 PROVIDE A
AND QUICK DISCONNECTS SHALL BE LOCATED ABOVE THE GRATE.
DRAIN SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND VALVES
AND THE VENT CONNECTION AT THE LOWER SIDE OF THE VALVE. VENT AND
AT THE HIGHER SIDE OF THE VALVE WHEN LOOKING AT THE SLOPE OF PIPE,
INSULATING FLANGES AT EACH ISOLATION PIT WITH THE DRAIN CONNECTIONS
" HIGH POINT VENT AND A 2" LOW POINT DRAIN WITH2
11. PROVIDE A 1
SEE NOTE 1
SEE NOTE 1
PIPE SLEEVE AND SEAL (TYP.)
FOR BOTTOM OF PIT.
SITE FROST DEPTH
NOTE:
AND SEAL
PIPE SLEEVE
SEE NOTE #1
PIPE SLOPE
IF IF
SEE DETAILS, SHEET ES-502
BOLT GROUND TO VALVE,
SEE DETAILS, SHEET ES-502.
BOLT GROUND TO VALVE,
THIS SHEET
SEE DETAIL,
AND SEAL
PIPE SLEEVE
THIS SHEET
SEE DETAIL,
1'-0"
" WELDING BRANCH2
COUNTER WEIGHT
" SCHEDULE 402
HIGH POINT VENT PIT DETAIL A
MS506
LOW POINT DRAIN PIT DETAIL B
MS506
C
MS506
ISOLATION VALVE VAULT DETAIL
ELEVATION
ELEVATION
PLAN VIEW PLAN VIEW
PLAN VIEW
SCALE: 1/2" = 1'-0"
0 2'2' 1'
INCH = 1 FOOT2
1SCALE:
INCH = 1 FOOT2
1SCALE:
ELEVATION
NO SCALE
PIPE SLOPE
D
MS506
ISOLATION VALVE VAULT DETAIL
EXISTING CROSSOVER
ELEVATION
PLAN VIEW
RECEIPT
FROM OPERATING TANKS
TO FILLSTANDS
EXISTING ISSUE
FROM BULK TANKS
TO FILLSTANDS
EXISTING ISSUE
TANKS
FROM BULK
EXISTING ISSUE
CROSSOVER
VAULT AND PUMP HOUSE
FRP PIPING BETWEEN
REMOVE EXISTING
TO EXISTING D.B.B PLUG VALVE
WELD NECK FLANGE
CONNECT NEW 10"
WELDED
CONTINUOUSLY
PRODUCT PIPE
ELASTOMERIC SEAL
SEGMENTED
ADJUSTABLE
MECHANICALLY
CENTERING ELEMENT
2"
SHEET METAL RING
2"
2"
AB
INTERIOR OF PIT
EXTERIOR WALL,
SLEEVE
BUNA-N SEAL
NO SCALE
PIPE PENETRATION DETAIL
DETAIL ON THIS SHEET.
SLEEVE AND SEAL. SEE
PROVIDE NEW PIPE
OUTSIDE OF VAULT
10" X 16" INCREASER
PROVIDE NEW WELDED
PIPING
NEW 16"
EXISTING
EXISTING
PIPING
NEW 10"
EXISTING VALVE
EXISTING PIPE
HOUSE
TO NEW PUMP
INCREASER
10" X 16" ECCENTRIC
PRODUCT PIPE A B
2"
4"
6"
8"
12"
16"
" DIA.2
1 3
" DIA.8
5 8
" DIA.4
" DIA.4
16" DIA.
20" DIA.
" DIA.8
3 2
" DIA.2
1 4
" DIA.8
5 6
" DIA.8
5 8
" DIA.4
16" DIA.
ROLLING VAULT COVER
SEE SHEET SS505 FOR
MS504
A .P
K Y
H N
A .P .K
C .R .M
M
IC
H A
S M
IT
H
P
IS
L A
T
IO
N V
A L
V E V
A U
L T D
E T
A
IL
S
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
W
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
A
S
IT
E
BAR
ADJUSTING
NIPPLE
THREADED
EMBEDMENT
" MIN. 2
1WITH 3-
ANCHOR BOLTS
" EXPANSION 2
14-
SADDLE
CAST IRON
REDUCER
STEEL
3" CARBON
SEE DETAIL
PLATE,
BASE
AND SADDLE
STRIP BETWEEN PIPE
TEFLON INSULATION
" THICK4
1PROVIDE
T O S
U
IT
L
O C
A T
IO
N
G
NO SCALE
ADJUSTABLE SADDLE SUPPORT DETAIL
" DRAIN HOLE4
PRODUCT FLOW SYMBOL DETAIL
PRODUCT SYMBOL
"A"
JET FUEL JET A
NO SCALE
"A" 4 x "C"
ON BLACK BACKGROUND
"B" HIGH WHITE LETTERS
ARROW
YELLOW FLOW
ALL AROUND
YELLOW BANDS (3 EA.)
F
4"
4"
4"4"
"4
"4
"4 32 "4
(TYP.)
" DIA. HOLE16
"2
PL
BASE PLATE
"4
TYP.
OUTLINE
LETTERS AND
YELLOW
F-24"C
(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
D
ARRESTER EXPOSED.
WITH STAINLESS STEEL BAND CLAMP. LEAVE LIGHTNING SURGE
WRAP ENTIRE INSULATING FLANGE IN PVC PIPING AND SECURE
NOTE:
NO SCALE
LIGHTNING SURGE ARRESTER DETAIL
BRACKET (TYP).
STAINLESS STEEL
AS POSSIBLE. (6" MAX.)
SHORT AND STRAIGHT
CONDUCTORS SHALL BE
PVC PROTECTOR
BRACKET.
CONNECTION
ARRESTER
MATERIAL
GASKET
INSULATING
MATERIAL
GASKET
INSULATING
APPROVED EQUAL.
STROUGHTON, WISCONSIN OR
ELECTRICAL INDUSTRIES, INC.",
AVAILABLE FROM "DAIRYLAND
CLASS 1, DIV. 1, GROUP D HAZ. AREA.
LISTED FOR INSTALLATION IN A
SPECIFICATION 33 52 43.13, UL
LIGHTNING SURGE ARRESTER PER
TERMINAL
BOLTED OR COMPRESSION
ON FILTER SEPARATORS, DELETE BALL VALVES
NOTE:
RELIEF VALVE PIPING DETAIL
PIPE
BLIND FLANGE
BALL VALVE
1"x3" NIPPLE
WELDING BRANCH
RELIEF VALVE
NO SCALE
BALL VALVE
90° ELBOW
OPEN POSITION
W/VALVE IN
REMOVE HANDLE
N.O.
N.O.
LENGTH TO SUIT LOCATION
F
AND BAR GRATING DETAILS.
REINFORCED CONCRETE
SEE SHEET S-904 FOR
SLIP REMOVAL
REQUIRED FOR
CLEARANCE
MINIMUM 40"
NO SCALE
1. SEE STRUCTURAL SHEET SS505 FOR ROLLING PIT COVER.
NOTES:
AT THE SUPPORTS.
" THICK BUNA-N, RAP AROUND THE VENT AND DRAIN PIPE8
1 PROVIDE A
AND QUICK DISCONNECTS SHALL BE LOCATED ABOVE THE GRATE.
DRAIN SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND VALVES
AND THE VENT CONNECTION AT THE LOWER SIDE OF THE VALVE. VENT AND
AT THE HIGHER SIDE OF THE VALVE WHEN LOOKING AT THE SLOPE OF PIPE,
INSULATING FLANGES AT EACH ISOLATION PIT WITH THE DRAIN CONNECTIONS
" HIGH POINT VENT AND A 2" LOW POINT DRAIN WITH2
11. PROVIDE A 1
VAULT NOTES:
SEE NOTE #1
PIPE SLOPE
1'-0"
C
MS506
ELEVATION
PLAN VIEW
ABOVE GRATING
VALVE, ADAPTOR AND IF
2" LOW POINT DRAIN,
2" ABOVE SUMP PIT BOTTOM
GRATING AND PIPE EXTENDED TO
ADAPTOR AND DUST CAP ABOVE
MALE CAN TYPE DRY BREAK
2" PUMP OUT PIPE WITH BRONZE
ABOVE GRATING
VALVE, ADAPTOR AND IF
1.5" HIGH POINT VENT,
16" TANK 356 ISSUE
16" TANK 351 ISSUE
(TYP.)
PIPE CAP
16"
(TYP.)
D.B.B PLUG VALVE
ABOVE GRATING
VALVE, ADAPTOR AND IF
2" LOW POINT DRAIN,
ABOVE GRATING
INSTALL VALVE HANDLE
GRADE
TO AVOID INTERFERENCE
HANDLES IN ORDER
ORIENTATE VALVE
REMOVAL
PART OF VALVE FOR SLIP
REQUIRED BELOW LOWEST
MINIMUM 24" CLEARANCE
SEE DETAIL ON SHEET MS504.
PIPE SLEEVE AND SEAL (TYP.)
VALVE VAULT DETAIL
TANK WITHDRAWAL ISOLATION
in in in
L U
A
M S .d w g g e d x a p k
I:
d w g s m e c h
L U
A
M S .d w g
S
IT
E D
E T
A
IL
MS506
K Y
H N
A .P .K
C .R .M
IC
H A
S M
IT
H
P
M
R
E V
IS
E D A
N D R
E D
R A
W N
-2
-2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
SCALE: 1/4" = 1'-0"
0 4'4' 2'
FOUNDATION AND SLAB PLAN
COORDINATE TRENCH LENGTHS WITH EQUIPMENT MANUFACTURER.4.
PUMP CONTROL PANEL (PCP) TRENCH IS APPROXIMATELY 5'-0" LONG.3.
MAIN DISTRIBUTION SWITCHBOARD (MDS) TRENCH IS APPROXIMATELY 5'-0" LONG.2.
MOTOR CONTROL CENTER (MCC) TRENCH IS APPROXIMATELY 9'-0" LONG.1.
CABLE TRENCH NOTES:
SCALE: 1/4" = 1'-0"
15'-0" 15'-0" 18'-0"
T.O. SLAB EL. = 100'-0"
#4 @ 18" O.C. E.W.
6" SLAB-ON-GRADE
TOP OF SLAB EL. = 99'-6"
AS INDICATED ON THIS SHEET.
BOTTOM FACE REINFORCING
#4 @ 12" E.W. TOP FACE.
12" SLAB-ON-GRADE U.N.O.
SEE NOTES
CABLE TRENCH
SB101 SB301
SB101 SB301
SB101 SB301
SB101 SB301
SB101 SB301
SB101 SB301
SB101 SB301
SB101 SB301
SB503SB101
B
C
SB503SB101
D
SB503SB101
A
SB101 SB503
E
SB503SB101
D
SB503SB101
15'-0"
64'-8"
SB101 SB302
TYP.
CJ
PUMP PAD #1
PUMP PAD #2
PUMP PAD #3
PUMP PAD #4
EJ
E J
EJ
E J
EJ
E J
EJ
E J
EJ
E J
EJ
E J
EJ
E J
EJ
E J
CJ
CJ
CJ
CJ
E J
E J
E J
E J
E J
E J
C J
C J
C J
C J
C J
1'-0" (*) 8" (*)
SIM
SB101 SB302
9'-10"1'-6"3'-4"2'-0"13'-7"
F1
F1
F1
F1
F2 F2F2
F2 F2 F2
F1
F1
F1
REFER TO SB503 FOR FOOTING SCHEDULE.1.
GENERAL NOTES:
CJ
WF1
W F
WF1
W F
W F
CJCJ
5'-0"
5'-0"
5'-0"
(TYP OF 3)
OF SHADED AREA
WITHIN LIMITS
#5 @ 12" E.W. B.F.
AREA (7'-0"x7'-0")
WITHIN LIMITS OF SHADED
W/ #5 @ 12" E.W. B.F.
1'-6" SLAB-ON-GRADE
TRANSITION
SLAB THICKNESS
SEE SHEET SB502
DISCONTINUOUS JT
:1
S L
O P
E D
N
SB101 SB302
WF1
17'-9"10'-0"5'-4"1'-4"
CJ CJ
TYP.
7'-0"
SB101SB305
#5
PUMP PAD
SEE SHEET SB502
RE-ENTRANT CORNER
TYP. SLAB REINF AT ON SB501
SEE DETAIL
TYP.
C J
C J
C J
C J
CJ
4'-0"
(TYP OF 1)
OF SHADED AREA
WITHIN LIMITS
#5 @ 12" E.W. B.F.
SB101 SB301
F1
AND SECTION 05 50 13.
PIPING. SEE MECH SHTS
CENTERED ABOVE 2"
CROSSOVER RAMP
4'-0"
1 2 3 5
A
B
C
D
SB101
F O
U N
D A
T
IO
N A
N D S
L A
B P
L
J .C .F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
A M
V
IS
D R
A W
N
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
SCALE: 1/4" = 1'-0"
0 4'4' 2'
PIPE SUPPORT PLAN
SCALE: 1/4" = 1'-0"
3'-1"
10'-7" 2'-0"
3'-1"
8'-9" 3'-7"
1 2 3 5
A
B
C
D
1'-9" 4'-5" 1'-9"
3'-4"
3'-1"
1'-11"
19'-4" 14'-7"
4'-2" 5'-3" 3'-6" 3'-9"
PS-11
PS-9
PS-1
PS-1
PS-7
PS-7
PS-7
PS-8
PS-8
PS-5
PS-5
PS-6
PS-3
PS-3
PS-3
PS-4
PS-4
PS-2
SB102 SB303
TYP
SB102 SB304
SB102 SB304
PS-3
PS-14
PS-15
PS-16
PS-12
PS-10
PS-13
PS-17
PS-17
PS-18
PS-18
PS-18
SB102 SB305PS-1
SB102 SB30331
SB102 SB303
SB102 SB305
SB102
P
IP
E S
U P
P O
R T P
L
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
V
IS
D R
A W
N
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
1'-0"
1'-6"
FILL
12" UNCOMPACTED
" PER FT4
SLOPE
FILL
COMPACTED
T.O. FND WALL
EL.=99'-4"
EL.=100'-0"
FINISHED FLOOR
4'-0"
EL.= 97'-0"
EL.= SEE PLAN
#4 @ 12" O.C.
1'-0"
1'-6"
FILL
12" UNCOMPACTED
4'-0"
EL.= 97'-0"
SECTION 9
SB101 SB302
EL.=100'-0"
T.O. FDN WALL
SCALE: 1" = 1'-0"
01' 1' 2'
" PER FT4
SLOPE
FILL
COMPACTED
#4 @ 12" O.C.
#4 @ 16" E.W.
BEYOND
SIDEWALL
BOTTOM OF 6"
TYP. EACH END
#4 DOWELS @ 16"
#4 @ 16" E.W.
#4 @ 16" O.C.
SEALANT
SEALANT RESERVOIR W/
½" EXPANSION JOINT
SLAB SLOPES DOWN AT SIM.
12" SLAB ON GRADE
SCALE: 1" = 1'-0"
SECTION 8
SB101 SB302SCALE: 1" = 1'-0"
#4 @ 16" E.W.
#4 @ 16" O.C.
6"
INSULATION
2" PERIMETER
BARRIER
6" CAPILLARY WATER
MATERIAL WITH SEALER
" EXPANSION JOINT2
2" PERIMETER INSULATION
6" SLAB ON GRADE
VAPOR RETARDER
#4 @ 16" E.W.
TYP. EACH END
#4 DOWELS @ 16"
BEYOND
SIDEWALL
BOT OF 6"
1'-2"
6"
BARRIER
CAPILLARY WATER
SIZE AND REINF
SEE PLAN FOR FTG.
EL.= SEE PLAN
SIZE AND REINF
SEE PLAN FOR FTG.
1'-2"
SECTION 10
SB101 SB302SCALE: 1" = 1'-0"
T
IE
S
O .C
EL.= 99'-6"
" EXPANSION JOINT2
2" PERIMETER INSULATION
SEE PLAN
SLAB-ON-GRADE
BUILDING COLUMN
PRE-ENGINEERED METAL
TOP 5" OF PEDESTAL
(3) #3 TIES WITHIN
VAPOR RETARDER
BARRIER
CAPILLARY WATER
ANCHOR BOLTS
EL.= SEE PLAN
SIZE AND REINF
SEE PLAN FOR FTG.
EQUAL EQUAL1'-8"
SB302
F O
U N
D A
T
IO
N S
E C
T
IO
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
N E
R
V
IS
IO
N S
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
15SECTION
(6) #7 BARS
IN PIER. (TYP.)
MATCH VERT. REINF.
#7 BAR W/ STD. HOOK
ROUGHEN SURFACE
SUPPORT
TYPE "A" PIPE
DO NOT PROVIDE #7 VERT. BARS.
STD. HOOK CONTINUOUS TO TOP OF PIER.
THAN 104'-0" PROVIDE #7 DOWELS WITH
IF PIPE CENTERLINE ELEVATION IS LESS
NOTE:
SB601 FOR PIPE DIAMETER
SEE SCHEDULE ON SHEET
SCHEDULE ON SHT SB601
CONCRETE PIER SEE
HEADED ANCHOR BOLTS
" DIA. F1554 GRADE 364
3(4)
SECTION
ROUGHEN SURFACE
SUPPORT
TYPE "A" PIPE
SB303SB102
SCALE: 1/2" = 1'-0"
0 2'2' 1'
EL. 99'-6"
L A
P
T Y
P
SB601 FOR B.F.
REINFORCING AND
LENGTH
SEE SCHEDULE SHT.
L H P
IP
E C E
L E
V
M
IN
U S F
IN
F
L R E
L E
V
EL. VARIES
SEE SCHEDULE
(12) #7 BARS
ROUGHEN SURFACE
REINF. IN PIER. (TYP.)
HOOK MATCH VERT.
#7 DOWELS W/STD.
SEE SCHEDULE SHT. SB601
FUTURE PIPING
ROUGHEN SURFACE
EL. 99'-6"
3'-0"
4'-0"
EL. 108'-0"
31SECTION
SB303SB102
B.F. REINFORCING AND LENGTH
SEE SCHEDULE SHT. SB601 FOR
SECTION
SCALE: 1/2" = 1'-0"
0 2'2' 1'
PIPE CLPIPE CL
WITHIN TOP 5" OF PIER
(3) #3 CLOSED TIES
WITHIN TOP 5" OF PIER
(3) #3 CLOSED TIES
PIPE CLPIPE CL
L H P
IP
E C E
L E
V
M
IN
U S F
IN
F
L R E
L E
V
SUPPORT
TYPE "A" PIPE
(12) #7 BARS
ROUGHEN SURFACE
HEADED ANCHOR BOLTS
" DIA. F1554 GRADE 364
3(4)
REINF. IN PIER. (TYP.)
HOOK MATCH VERT.
#7 DOWELS W/STD.
FOR PIPE DIAMETER
SEE SCHEDULE SHT. SB601
ROUGHEN SURFACE
EL. 99'-6"
2'-0"
4'-0"
5'-0"
EL. 108'-0"
16SECTION
SB303SB102
B.F. REINFORCING AND LENGTH
SEE SCHEDULE SHT. SB601 FOR
SECTION
SCALE: 1/2" = 1'-0"
0 2'2' 1'
WITHIN TOP 5" OF PIER
(3) #3 CLOSED TIES
PIPE CLPIPE CL
L H P
IP
E C E
L E
V
M
IN
U S F
IN
F
L R E
L E
V
1'-6"
EL. 106'-0"
W/ 10" EMBED.
HEADED ANCHOR BOLTS
" DIA. F1554 GRADE 364
3(4)
FOR PIPE DIAMETER
SEE SCHEDULE SHT. SB601
TYPE "A" PIPE SUPPORT
PS-12
EL. 99'-6"
4'-0"
5'-0"
EL. 110'-0"
17SECTION
SB303SB102
B.F. REINFORCING AND LENGTH
SEE SCHEDULE SHT. SB601 FOR
SECTION
SCALE: 1/2" = 1'-0"
0 2'2' 1'
WITHIN TOP 5" OF PIER
(3) #3 CLOSED TIES
PIPE CLPIPE CL
L H P
IP
E C E
L E
V
M
IN
U S F
IN
F
L R E
L E
V
2'-0"
EL. 108'-0"
FOR PIPE DIAMETER
SEE SCHEDULE SHT. SB601
TYPE "A" PIPE SUPPORT
PS-10PS-10
FOR PIPE DIAMETER
SEE SCHEDULE SHT. SB601
TYPE "A" PIPE SUPPORT
PS-5
(12) #7 BARS
ROUGHEN SURFACE
REINF. IN PIER. (TYP.)
HOOK MATCH VERT.
#7 DOWELS W/STD.
ROUGHEN SURFACE
W/ 10" EMBED.
HEADED ANCHOR BOLTS
" DIA. F1554 GRADE 364
3(4)
30SECTION
(6) #7 BARS
IN PIER. (TYP.)
MATCH VERT. REINF.
#7 BAR W/ STD. HOOK
ROUGHEN SURFACE
SCHEDULE ON SHT SB601
CONCRETE PIER SEE
SECTION
ROUGHEN SURFACE
SB303SB102
SCALE: 1/2" = 1'-0"
0 2'2' 1'
EL. 99'-6"
L A
P
T Y
P
SB601 FOR B.F.
REINFORCING AND
LENGTH
SEE SCHEDULE SHT.
L H P
IP
E C E
L E
V
M
IN
U S F
IN
F
L R E
L E
V
EL. VARIES
SEE SCHEDULE
PIPE CLPIPE CL
WITHIN TOP 5" OF PIER
(3) #3 CLOSED TIES
DO NOT PROVIDE #7 VERT. BARS.
STD. HOOK CONTINUOUS TO TOP OF PIER.
THAN 104'-0" PROVIDE #7 DOWELS WITH
IF PIPE CENTERLINE ELEVATION IS LESS
NOTE:
SEE SCHEDULE SHT. SB601
FUTURE PIPING
SB303
T Y
P E
C
N C
R E
T E P
IP
E S
U P
P O
C T
IO
N S
J .C .F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
V
IS
D R
A W
N
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
SECTION
#3 TIES @ 12 O.C.
ROUGHEN SURFACE
(24) #7 BARS
TIES WITHIN TOP 5" OF PIER
(3) SETS OF #3 CLOSED
(TYP.)
TYPE "C" PIPE SUPPORT
THREADED ANCHOR BOLTS
" DIA. F1554 GRADE 368
TOP OF SLAB (TYP.)
#4 @ 12" O.C.
REINF. IN PIER. (TYP.)
HOOK. MATCH VERT.
#7 DOWELS W/STD.
FOR PIPE DIAMETER.
SEE SCHEDULE SHEET SB601
18SECTION
ROUGHEN SURFACE
SB304
SB304 SB304
SCALE: 1/2" = 1'-0"
0 2'2' 1'
EL. 99'-6"
SEE SCHEDULE SHEET SB601 FOR
B.F. REINFORCING AND LENGTH
2'-0"
1'-6" THICKENED SLAB - 7'-0"x7'-0" 1'-6"
3'-8"
H P
IP
E C E
L E
V
M
IN
U S F
IN
F
L R E
L E
V
EL. 108'-0"
2'-0"
1'-6"
SB102
PS-6
STD. HOOK
19SECTION
W/STD. HOOKS
(24) #7 VERT. BARS
ANCHOR BOLTS (4 PER SUPPORT)
" DIA F1554 GRADE 368
7(8)
LINES)
DIRECTION OF THE PIER (DASHED
(2) TIES RUNNING ACROSS THE LONG
OF THE PIER (SOLID LINES) &
ACROSS THE SHORT DIRECTION
CONSISTS OF (4) TIES RUNNING
(1) SET OF #3 CLOSED TIES
3'-8"
5" 10" 1'-2" 10" 5"
SB304SB304
SCALE: 1" = 1'-0"
01' 1' 2'
20SECTION
SB304SB102
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
F
IN
F
L R E
L E
V
H P
IP
E C E
L E
V
M
IN
U S
L
EL. 99'-6"
SHEET SB601
SEE SCHEDULE
EL. VARIES
1'-8"
4'-0"
SB304 SB304
SUPPORT
TYPE "C" PIPE
SURFACE
ROUGHEN
(TYP.)
STD. HOOK
FOR PIPE DIAMETER
SEE SCHED SHT SB601
TOP 5" OF PIER
TIES WITHIN
(3) SETS OF CLOSED
21SECTION
HEADED ANCHOR BOLTS.
" DIA. F1554 GRADE 368
7(4)
1'-8"
5" 10" 5"
SB304SB304
SCALE: 1" = 1'-0"
01' 1' 2'
W/STD. HOOKS
(12) #7 VERT. BARS
(2) TIES EACH WAY
TIES CONSISTS OF
(1) SET OF #3 CLOSED
32SECTION
PIPE
SB304SB102
EL. 99'-6"
CL
L
SHEET SB601
SEE SCHEDULE
EL. VARIES
SB304 SB304
SURFACE
ROUGHEN
H P
IP
E C E
L E
V
M
IN
IN
F
L R E
L E
V
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
1'-8"
4'-0"
TOP 5" OF PIER
TIES WITHIN
(3) SETS OF CLOSED
SEE SCHEDULE SHT. SB601
FUTURE PIPING
1SECTION
W/STD. HOOKS
(12) #7 VERT. BARS
1'-8"
5" 10" 5"
SB304SB304
SCALE: 1" = 1'-0"
01' 1' 2'
(2) TIES EACH WAY
TIES CONSISTS OF
(1) SET OF #3 CLOSED
SB304
T Y
P E
C
C O
N C
R E
T E P
IP
E S
U P
P O
R T
S E
C T
IO
N S
J .C .F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
V
IS
D R
A W
N
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
PS-4
SCALE: 1/2" = 1'-0"
0 2'2' 1'
SECTION 24
SB305SB102" = 1'-0"2
1SCALE:
PS-7 & PS-8SECTION 23
SB305SB102" = 1'-0"2
1SCALE:
1'-0" 1'-0" 2'-3" 2'-3" 2'-0" 2'-3" 2'-3" 1'-0" 1'-0"
13'-0"
CL CL
SB305 SB306
SB305 SB306 L
PUMP PAD (TYP)
6" DIA. (TYP)
W8x24
DETAIL ON SHT SB306
SEE TYPICAL COLUMN BASE
MORTAR (TYP.)
1" DAMP PACK BEDDING
PIPE C
1'-0" 4'-0" 2'-6" 6'-6" 4'-0" 2'-6" 1'-0"
2'-3"2'-3" 2'-3" 2'-3"
CL CL
10'-3"
1'-8" 4'-0"
6"
2'-10"
9"
1'-9"
6'-3" 12'-0"
2'-6" 6'-6"
1'-9"
13'-3"
6"
3'-0" 3'-6" 6'-6" 3'-3"
6"6"
/4
LPIPE C
SB305 SB306
SB305 SB306
LPIPE CLPIPE C
/4
SB306SB305
SB306SB305
SB306SB305
DETAIL ON SHT SB306
SEE TYPICAL COLUMN BASE
MORTAR (TYP.)
1" DAMP PACK BEDDING#3 TIE (TYP.) ADET
SB305 SB306
SEE PLAN
CJ
4'-0"4'-0" 4'-0"
SEE PLAN
CJ
4'-0"
W8x24 (TYP.)
F
IL
T E
R S
E P
A R
A T
O R
E L E
V A
T
IO
N S
E T B
Y
W12x26 (TYP.)W12x26 (TYP.)
BEYOND FOR PS-6
THICKENED SLAB
/4
NOT IN CONTRACT (NIC)
FUTURE PIPING
SB306SB305
BRACKET (TYP.)
L4x4x1/4
6" DIA. PIPE (TYP.)
6" DIA. PIPE (TYP.)
BRACKET (TYP.)
L4x4x1/4 W8x24 (TYP.)
PS-8 PS-8 PS-7 PS-7
PS-7
W8x24
#3 TIE (TYP.)
COORD. EXACT SIZE W/ PUMP MANUF.
WATER BARRIER
6" CAPILLARY
EL. 99'-6"
#5 BAR
#5 @ 12" O.C., E.F. ALL AROUND PAD
SEALANT RESERVOIR
JOINT MATERIAL W/
" EXPANSION4
SECTION 7
SB305
APPROX. 8'-6" x 4'-6"
3"
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
SB101" = 1'-0"4
3SCALE:
SB305
T Y
P E
B
S T
E E
L P
IP
E S
U P
P O
R T
S E
C T
IO
N S
J .C .F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
N E
R
V
IS
IO
N S
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
3SECTION1SECTION
TYPICAL COLUMN BASE
FOR PS-4 & PS-7 ON SHEET SB305
ON SHT SB601 FOR TYPE.
SEE PIPE SUPPORT SCHED
PIPE SLIDE ASSEMBLY.
SB306
PIPE C
AND PIPE
COATING BETWEEN U-BOLTS
" DIA. U-BOLTS W/ TEFLON2
W8 C
W8x24
BUNA-N PAD
"4
12" DIA. PIPES ON
PIPE C
"16
W8X24
W8x24
A325 BOLTS
" DIA.4
3(4)
4SECTION
W12X26
W12X26
NOT SHOWN.
NEAR FLANGE
W8x24
ADETAIL
SINGLE PLATE SHEAR CONNECTION
CONNECTION AT SIM.
CONTINUE ABOVE
COLUMN DOES NOT
8" +/- 7" +/-
"2
3"
L
L
L
"x7"x 1'-1"2 1P L
NO SCALE
9"9"
1'-0"
2 1/2"2 1/2"
/2
/2
L
L
FLANGES
BOTH
SCALE: 1-1/2" = 1'-0"
0 1'1' 6"
SCALE: 1-1/2" = 1'-0"
0 1'1' 6"
SCALE: 1-1/2" = 1'-0"
0 1'1' 6"
SCALE: 1-1/2" = 1'-0"
0 1'1' 6"
SB306
SB305 SB305 SB306 SB305 SB306
SB305 SB306
FLANGES
BOTH
W8 CL
V A
R
IE
S
PIER 18"x18"
P 1"x17"x17"
MORTAR (TYP.)
1" DAMP-PACK BEDDING
BRACKET LOCATIONS.
ON SHEET SB305 FOR
. SEE SECTION 234
1L4x4x
A325 BOLTS
" DIA. 4
3W/ (2)
"x6"2 1"x4 4
1P
ANCHOR BOLTS
" DIA. F15544
3(4)
3/16
33SECTION
NO SCALE
PIPE
(TYP.)
W12X26
BOT FACE (U.N.O.)
(4) #5 BARS E.W.,
1" GROUT
PIPE
PIPE
W8X24 BRACKET
C L
CL
CL
SECTION
PIPE
1" GROUT
PIPE
PIPE
SB306SB102
C
CL
CL
EL. 99'-6"
BOTH
FLANGES
TYP.
TYP.
1'-0"1'-6"
2'-0" 2'-0"
4'-0"x4'-0"
SEE SCHEDULE
SHEET SB601
SEE SCHEDULE
SHEET SB601
L H P
IP
E C E
L E
V
M
IN
2'-0" 2'-0"
IN
F
L R E
L E
V
H P
IP
E C E
L E
V
M
IN
IN
F
L R E
L E
V
BASE DETAIL ON THIS SHT.
SEE TYPICAL COLUMN
EL. 103'-6"
EL. 101'-6"
SEE SCHEDULE SHT. SB601
FUTURE PIPING
SB306
T Y
P E
B
S T
E E
L P
IP
E S
U P
P O
R T
S E
C T
IO
N S D
E T
A
IL
S
J .C .F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
V
IS
D R
A W
N
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
TEES TO STAINLESS STEEL PIPE.
HAVE THE SAME MECHANICAL PROPERTIES. DO NOT WELD CARBON STEEL PLATES OR
TEES WHERE STAINLESS STEEL PIPE IS USED. ALL STAINLESS STEEL ELEMENTS SHALL
PROVIDE STAINLESS STEEL PIPE SUPPORTS INCLUDING: STRAPS, PLATES, GUIDES, AND5.
HAVE THE SAME MECHANICAL PROPERTIES.
TEES WHERE CARBON STEEL PIPE IS USED. ALL CARBON STEEL ELEMENT'S SHALL
PROVIDE CARBON STEEL PIPE SUPPORTS INCLUDING: STRAPS, PLATES, GUIDES, AND 4.
COLUMNS AND/OR THEIR PEDESTALS.
ENSURE THAT THE PIPE SUPPORTS AND PIPES DO NOT INTERFERE WITH THE BUILDING3.
FILTER/SEPARATOR MANUFACTURER.
CENTERLINE ELEVATION SET BY FILTER/SEPARATOR. COORDINATE WITH2.
COORDINATE WITH PUMP MANUFACTURER.
CENTERLINE ELEVATION SET BY PUMP, APPROX. EL. 101'-6". NOT TO EXCEED EL. 102'-0".1.
PIPE SUPPORT NOTES:
PS-2
6"
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
108'-0"
108'-0"
108'-0"
108'-0"
SEE NOTE 2
108'-0"
A
C
A
B
A
C
B
B
A
PIERS
SIZE
18"X12"
20"x20"
26"X12"
18"X18"
48"X12"
44"X20"
18"X18"
20"X12"
(6) #7
(12) #7
(6) #7
(12) #7
(24) #7
(6) #7
#3@12"
#3@12"
#3@12"
(1) #3
#3@12"
#3@12"
(1) #3
#3@12"
LENGTH
4'-0" E.W.
4'-0" E.W.
4'-0" E.W.
4'-0" E.W.
4'-0" E.W.
REINFORCING (BF)
(4) #5 E.W.
(4) #5 E.W.
(4) #5 E.W.
#5@8" O.C.
#5@12" O.C.
(8) #5 E.W.
(4) #5 E.W.
(4) #5 E.W.
REMARKS
PIPE SUPPORT SCHEDULE
PS-1
48"X12" (12) #7 #3@12" #5@12" O.C.
6"
SEE PLAN
5'-0"X4'-0"
SEE PLAN
7'-0" E.W.
SEE PLAN
5'-0"X4'-0"
L
PS-7
NUMBER
SUPPORT
PIPE
DIAMETER
PIPE
OF PIPE C
ELEVATION
SHT. SB601
DETAILS ON
PS TYPE - SEE
REINF.
VERT.
TIES
CLOSED
BENEATH PIER@12" O.C. (U.N.O.)
BOTTOM FACE REINFORCING
ON SHT. SB303
SEE SECTION 15
16"
16"
PS-3 8"
PS-4 6"
PS-5 10"
PS-6 10"
PS-9 10"
PS-10
ON SHT. SB303
SEE SECTION 15
ON SHT. SB303
SEE SECTION 15
ON SHT. SB303
SEE SECTION 17
ON SHT. SB303
SEE SECTION 16
ON SHT. SB304
SEE SECTION 18
ON SHT. SB305
SEE SECTION 23
ON SHT. SB305
SEE SECTION 24
ON SHT. SB304
SEE SECTION 20
A 20"X12"10"PS-11
ON SHT. SB303
SEE SECTION 15
A 18"X12"8"PS-13
ON SHT. SB303
SEE SECTION 15
102'-0"
106'-0"
(6) #7 #3@12" 4'-0" E.W. (4) #5 E.W.
(6) #7 #3@12" 4'-0" E.W. (4) #5 E.W.
TOP OF SUPPORT STEEL
HOLD DOWN LUGS
HOLD DOWN LUGS
BASE W/ GUIDES
NUT AS REQ'D
SHIM OR LEVELING
BEDDING MORTAR
DAMP PACK
FUEL PIPE
PLUS 8"
TYP.
STEEL PLATE
TOP SURFACE OF
FILLED TEFLON ON
FACING ON TEE
STAINLESS STEEL.
SHEET SB601
SEE SCHEDULE
C.L. PIPE
BONDED TO PLATE
FILLED TEFLON
AT RADIUS ONLY
TO INSIDE OF STRAP
FILLED TEFLON BONDED
1/2" GUSSET
TO STEEL TEE
WELD CONTINUOUS
PIPE-FIELD
PIPE OUTSIDE DIAMETER
1" 4"
4"
10"
"16 1 "16
"2
"2
"16 3 "2
STRAP
1/2"x6" STEEL
PLATE
1/2"x6" STEEL
ANCHOR BOLTS PER SUPPORT
(4) 3/4" DIA. F1554 HEADED
TYPE A - GUIDED
NO SCALE
TYPE B - GUIDED
NO SCALE
PIPE
NUT AS REQUIRED
SHIM OR LEVELING
MORTAR
BEDDING
DAMP PACK
ANCHOR BOLTS
" DIA. F15548
7(4)
FOR 16" DIA. PIPE
FOR 12" DIA. PIPE
FOR 10" DIA. PIPE
FOR 8" DIA. PIPE
14"
11"
9"
"2
PLATE
" STEEL8
STEEL PLATE
18"x18"x1/2"
4" 5" 5" 4"
1'-0"
4" 5" 5" 4"
CL
"4
TYPE C - ANCHOR
NO SCALE
1'-4"
PS-8 8" (FUTURE) 108'-0" B 18"X18" (1) #3
ON SHT. SB305
SEE SECTION 23
4'-0" E.W. (4) #5 E.W.
8"
8"
108'-0"
110'-0"
A
A
36"X12" (12) #7 #3@12" #5@12" O.C.
SEE PLAN
4'-0"X4'-0"
PS-12
ON SHT. SB303
SEE SECTION 318"
8" (FUTURE)
106'-0"
108'-0"
A
A
PS-14 8" (FUTURE) 101'-6" A 18"X12" (6) #7 #3@12" 4'-0" E.W. (4) #5 E.W.
ON SHT. SB303
SEE SECTION 30
8" (FUTURE)
101'-6"
103'-6"
B
B 18"X18" (1) #3 4'-0" E.W. (4) #5 E.W.
8" (FUTURE)
PS-15
ON SHT. SB306
SEE SECTION 33
PS-16 8" (FUTURE) 101'-6" C 20"X20" (12) #7 #3@12" 4'-0" E.W. (4) #5 E.W.
ON SHT. SB304
SEE SECTION 32
PS-17 108'-0" A 18"X12" #3@12" 4'-0" E.W. (4) #5 E.W.
ON SHT. SB303
SEE SECTION 30
(6) #78" (FUTURE)
PS-18 110'-0" A 18"X12" #3@12" 5'-0" E.W. (6) #5 E.W.8" (FUTURE) (6) #7
ON SHT. SB303
SEE SECTION 30
SB601
P
IP
E S
U P
P O
R T
S C
H E
D U
L E D
E T
A
IL
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
N E
R
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IS
IO
N S
E D
X J
F I:
d w g s s t r u c t
L U
B
S B .d
B
S B
.d w g in in
L
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IT
A T
IO
N N
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F
IL
E N
A M
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D W
N B
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C K
D B
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D E
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IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
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D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
PIPING PLAN
FSI-1
FSI-2
FSI-3
TP-1
TP-2
TP-3
10"
6"
8"
2"
PS-5
PS-4
PS-3
PS-7
(600 GPM)
(600 GPM)
BV-1
TP-4
FSI-4
PS-5
PS-6
FS PG
PGFS
FS PG
PGFS
W/DUST CAP
BREAK CONNECTOR
2" MALE CAM TYPE DRY
SLOW FILL
DRAIN PIPING
2"
SHEET M-301
SEE DETAIL ON
2"
F S
M-101 M-301
M -3
M -0
PS-1
MAV
MAV
MAV
FSCV-4
FSCV-3
FSCV-2
FSCV-1
16" WITHDRAWAL
IF CV-6 (6")
MAV MAV
2"
RP-1
LAUNCHER
FILLSTANDS, PIG
10" TO FLIGHTLINE
F/S INLET HEADER
DISC LINE TO ISSUE
2" PRT PUMP
INDICATOR
SITE FLOW
2"
500 GALLON U.L. 2085 PRT
PIT 1
PUMP
RECOVERY
PRODUCT
FTP-1
2"
MAV
PCV-1
PS-4
PS-4
PS-4
2"
2"
2"
2"
2"
2"
8" ELBOW UP
PS-17
PS-8
PS-12
LOW POINT PIT, TYP.
2"1"
PS-8
AND PIPING (NIC)
FILTER SEPARATORS
FUTURE RECEIPT
PIPING
OFFBASE RECEIPT
FUTURE 8" OFFLOAD/
2"
8"
8"
PS-10
PS-1
PIPING (NIC)
FUTURE 8" RECIRCULATION
PS-14
PS-15
PS-13
PS-18
PS-17
PS-18
PS-18
IF
FLANGE
BLIND
FREE SUPPORT, FS
SHEET MS503
SEE DETAIL ON
LOW POINT PIT,
PS-1
PS-9
2"
PS-112" 2"
2"
PS-3
CV-1
PS-2
6"
CV-2
6"
CV-3
CV-4
MAV
CAP
PIPE
SEE SHEET MS401
FOR CONTINUATION,
IF
IF
IF
SEE SHEET MS401
FOR CONTINUATION,
PS-16
SEE SHEET MS401
FOR CONTINUATION,
INSULATINGTYPE.
BOTTOM FLANGE
VERTICAL PIPING,
D.B.B. PLUG VALVE IN
INSULATING FLANGE.
VERTICAL RISER WITH
D.B.B. PLUG VALVE IN
PRV DOWNSTREAM OF
TANKS
OPERATING
8" TO EXISTING
SEE SHEET MS401
FOR CONTINUATION,
VALVE
16" D.B.B. PLUG
2" 2"
(TYP. OF 3)
WITH 1" BLIND FLANGE.
OF 1" PIPE UP FROM BRANCH
2" x 2" x 1" TEE WITH 6 INCHES
2"
2"
BF
1"
IF
2"
BF
1"
8"
2"
2"
M-101
P
IP
IN
G P
L A
N
A .P
K Y
H N
A .P .K
C .R .M
M
IC
H A
S M
IT
H
P e d x a p k
I:
d w g s m e c h
L U
B
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B
M
.d w g in in
SCALE: 1/4" = 1'-0"
0 4'4' 2'
A
M
R
E V
IS
E D A
N D R
E D
R A
-2
-2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
M-201
F L
O W D
IA
G R
K Y
H N
A .P .K
C .R .M
M
IC
H A
S M
IT
H
P e d x a p k
I:
d w g s m e c h
L U
B
M
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B
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FLOW DIAGRAM
TP-3TP-4
FSI-4 FSI-3
FSI-2
N.O.N.O. N.O.
N.O.
N.O.
N.O.
N.O.
N.O.MAV
16"
2"
8"
1"
(TYP. OF 4)
0-300 PSIG
TRUCK FILL STAND 4
10" 10" 10"
1"
DPDPDP
F S
PG
PGPGPG
CV-4
F S
C V -2
2"
CV-3 CV-2
F S
C V -4
F S
C V -3
F S
PG
F S
PG
(TYP. OF 4)
METER
(TYP. OF 4)
STRAINER
BASKET
TRUCK FILL STAND 3
1"
2"
2"
2"
1"
2"
1"
1"
I4 I3 I2
I8 I7 I6
I12 I11 I10
I16 I15 I142"
FUEL SYSTEM LEGEND:
CONTROL VALVE
IF
DIFFERENTIAL PRESSURE GAUGE
DIFFERENTIAL PRESSURE TRANSMITTER
LIQUID LEVEL INDICATOR
METER
PRESSURE INDICATING TRANSMITTER
PRESSURE GAGE - SEE DETAIL ON SHT. M-501
BASKET STRAINER
FLOW SWITCH
SIGHT FLOW INDICATOR
ANGLE TYPE CONTROL VALVE
LINE SIZE REDUCER
BALL VALVE
JET FUEL LINE
WYE STRAINER
PLUG VALVE
CAP
CONNECTOR
FLEXIBLE BALL JOINT
FLEXIBLE HOSE
CHECK VALVE
NEEDLE VALVE
INSULATING FLANGE
LIMIT SWITCH
SAMPLE CONNECTION - SEE DETIAL ON SHEET M-501
CONTROL VLAVE WITH SOLENOID OPERATED PILOT
HYDRANT CONTROL VALVE
CONTROLLER
NON-SURGE CHECK VALVE WITH RATE OF FLOW
RELIEF VALVE - SEE DETAIL ON SHEET M-501
AAV
BF
CV
D/FV
DPT
ESO
FP
FSCV
FSI
FSR
HLV
IF
MAV
NIC
N.O.
O.V.
PCV
PS
PRP
SFI
AUTOMATIC AIR VENT
BLIND FLANGE
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
NOT IN CONTRACT
NORMALLY OPEN
OVER FILL VALVE
PRESSURE CONTROL VALVE
PIPE SUPPORT
SIGHT FLOW INDICATOR
PRODUCT RETURN PUMP
PRESSURE SENSOR
TEMPERATURE SENSOR
TP-2
6" 8"
10"
8"
6"
6"
6"
6"
6"
6"
AIP ABANDON IN PLACE
BV-1
I21 N.O.
I22
(600 GPM) (600 GPM)
(600 GPM)
(600 GPM) (600 GPM)
(600 GPM) (600 GPM) (600 GPM)
10"
N.O.
N.O.
(TYP. OF 4)
0-300 PSIG
(TYP. OF 4)
10-100 PSIG
TRUCK FILL STAND 2
6"
(600 GPM)
P G
P G
TRUCK FILL STAND 1
6"
(600 GPM)
TANK NO. 350TANK NO. 359
PIT
POINT
LOW
PIT
POINT
HIGH
2"
N.O.
I18
FSI-1
DP
F S
C V -1 I9
(600 GPM)
I13 6"
1"
6"
8"
F S
PG
PG
TP-1
(600 GPM)
N.O.
I1
6"
(TYP. OF 4)
TO 60 PSIG
-30" WG VAC
CV-1
I5 N.O.
8"
2"
ARM (TYP. OF 4)
PANTOGRAPH
10"
PG
PRODUCT RECOVERY TANK
500 GALLON UL 2085
F S
10"
PIT
POINT
LOW
CV-5
TANK NO. 351
TANK NO. 356
FROM OFFLOAD
FROM RECEIPT
RECEIPT
FROM
ISSUE LINE
ISSUE LINE
T F -1
T F -2
T F -3
T F -4
T F -5
EXISTING
CONNECT TO
S S S S
ISOLATION PIT
D.B.B. BALL VALVE
PIGGABLE
N.O.
1"
1"
2" 2" 2"
1" 1" 1" 1"
2"
1" 1"
1" 1" 1"
1"
2"
2" 2"
1"
2"
1.5" 1.5" 1.5" 1.5"
2"2"
8"
6"6"6"
1" 1" 1" 1"
RETURN
2" PRODUCT
MAV
MAV
2"2"2"2"
I23
N.O.
IF
EXISTING VALVE
CONNECT TO
16"
AND TRUCK FILLSTANDS
OPERATING STORAGE,
EXISTING BULK STORAGE,
PIT
POINT
LOW
IF
IF
14"
10"
10"
4"
IF
PIG LAUNCHER
10"
IF IF
14"
4"
IF
10"
10"
PIG RECEIVER
I24
N.C.
N.O.
I25
I26
N.O.
I27
N.C.
(TYP. OF 4)
VALVE
CONTROL
HYDRANT
IF
IF
PGFS
IF
PG PG
F S
MAV
MAV
CV-6
2"
8"
6"
PRV PRESSURE RELIEF VALVE
SINGLE POINT RECEPTACLESPR
QD QUICK DISCONNECT
6"
MAV
WASTE WATER TANK
500 GALLON UL 2085
AT TANKS NO. 350 AND 359.
WATER DRAW OFF PIPING
CONNECT TO NEW
2"
2" 2"
PIT
POINT
LOW
2"
CV-7
1" 1"
1"
1"
2"
(TYP. OF 2)
SEE DETAIL "A" SHT. MS503.
NEW WATER DRAW-OFF SYSTEM,
NOZZLES (TYP.)
EXISTING TANK
CONNECT TO
RP-1
2"
1"
PUMP
RECOVERY
PRODUCT
1"
2"
2" 2"
2"
OV-1
OV-2
PUMP
WATER
WASTE
I20 N.C.
2"
PLATE
ORIFICE
IF
PG
DP
S
P G
P G
PG
DP
S
P G
P G
PG
DP
S
P G
P G
PG
DP
S
IF
IF
IF
IF
IF IFIF
IF
FSI-8 FSI-7
FSI-6
(600 GPM) (600 GPM)
(600 GPM)
FSI-5
(600 GPM)(TYP. OF 4)
SURGE TANK
1"
FILL (TYP.)
1" SLOW
1"
2" 3/4"
1"
DISCONNECT
2" QUICK
1"
DISCONNECT
2" QUICK TO 60 PSIG
-30" WG VAC
SEE DETAIL MS501.
RECOVERY TANK,
55 GALLON PRODUCT
GLASS
SITE
2"
1"
1"
1"
1" 1"
2"
1"
S
S S
2" N.O.
N.O.
PCV-1
2"
MAV
MAV
PG
PG
PG
PG
I28
I29 I30 I31
T1
T2
T3
I35 I34
R1 R2
N.C.
R3
PRP-4 PRP-3 PRP-2 PRP-1
PRP-5PRP-6
8"
N.C.
I17
IF
BF
BF
BF
CAP
6"
6"
8"
NO
I33
1"
2"
MAV
1"
1"
1"
16"
16"
VALVE VAULT
TANK SUCTION
BF
N.C. NORMALLY CLOSED
BPCV BACK PRESSURE CONTROL VALVE
IF
IF
2"
2"
16"
2"
2" SLOW FILL
BFBF
(TYP. OF 3)
BLIND FLANGES
1"1"
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
W
CAP (TYP.)
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
AAV
1"
1"
MAV
NO
6"
MAV
NO
N.O.
PG
N.O.
PG
M-301
1SECTION
M-101
WELDED
CONTINUOUSLY
PRODUCT PIPE
ELASTOMERIC SEAL
SEGMENTED
ADJUSTABLE
MECHANICALLY
CENTERING ELEMENT
2"
SHEET METAL RING
2"
2"
PRODUCT PIPE A B
2"
4"
6"
8"
12"
" DIA.2
1 3
" DIA.8
5 8
" DIA.4
" DIA.4
16" DIA.
AB
INTERIOR OF PIT
EXTERIOR WALL,
SLEEVE
BUNA-N SEAL
NO SCALE
PIPE PENETRATION DETAIL
" DIA.8
3 2
" DIA.2
1 4
" DIA.8
5 6
" DIA.8
5 8
" DIA.4
NO SCALE
BAR
ADJUSTING
NIPPLE
THREADED
BOLTS
ANCHOR
SADDLE
CAST IRON
REDUCER
STEEL
3" CARBON
FLANGE
FLOOR
AND SADDLE
STRIP BETWEEN PIPE
TEFLON INSULATION
" THICK4
PROVIDE
T O S
U
IT
L
O C
A T
IO
N
HOLE
" DRAIN4
MATERIAL NOTES:
Fy = 60 KSI (GRADE 60)
B. CONCRETE REINFORCING BARS; SPECIFIED YIELD STRENGTH
Fy = 36 KSI (ASTM A36)
A. BARS FOR TANK ANCHOR STRAPS; SPECIFIED YIELD STRENGTH
1. MISC. STEEL:
ADJUSTABLE PIPE SADDLE SUPPORT DETAIL
FSI-1,2,3,4 (600 GPM)
PS-12
NO SCALE
3"
FLOAT
GAUGE
PAD DOWN 1%
SLOPE EQUIPMENT
BY TANK MANUFACTURER
QUANTITY AS DETERMINED
TANK SUPPORT (TYP.),STRIKER PLATE
FTP-1 / WSP-1
EMERGENCY VENT
4" PRIMARY TANK
500 GALON U.L. 2085 WASTE WATER TANK (SIMILAR)
500 GALLON U.L. 2085 PRODUCT RECOVERY AST AND
THE PRT AND WWT REQUIREMENTS.
1. SEE SPECIFICATION 33 52 43.11 FOR
NOTES:
FSI-4
1"
PGPG
SWITCH
FLOW
2" TO TANKS (WWT)
HEADER (PRT ONLY)
SEPARATOR INLET
2" TO ISSUE FILTER
CLEAN OUT
MANUAL GAUGING HATCH/
CONNECTOR W/ DUST CAP
2" CAM TYPE DRYBREAK
IF
2"
MAV
1"
FLOW
CAPABILITY
WITH BACK CHECK
CONTROL VALVE, CV-5 (CV-7)
PROVIDE FLOW
SAMPLE CONNECTION
PGPG
EQUIPMENT PAD
SEE STRUCTURAL FOR
TANK PLATFORM
SEE STRUCTURAL FOR
BOX WITH DRAIN
CONTAINMENT
5 GALLON
(OV-1 OR OV-2)
OVERFILL VALVE
2" TANK FILL WITH
MONITORING PIPE
2" INTERSTITIAL
NORMAL TANK VENT
PRESSURE/VACUUM
EMERGENCY VENT
4" INTERSTITIAL SPACE
LEVEL GAUGE
DIAL TANK
(VOLUME)
L 15%
H 90%
HH 98%
OVERFILL ALARM
WITH DUST CAP
1-1/2" MALE CAM
(TYP.)
PRESSURE GAUGE
LONG SLOTS
1/2" WIDE X 12"
WELL
2" STILLING
PIPE
1.25" WATER DRAW-OFF
HAND PUMP
WATER DRAW-OFF
MAN-WAY
30" SPARE
DIAGONAL, 4 EACH
3"x3"x 0.25"
2" DRAIN TO RP-1
FILTER SEPARATOR
ELEVATION SET BY
1" SLOW FILL
BY PUMP
ELEVATION SET
PS-1
PS-3
2"
16"
6"
8"
2" DRAIN
1.5 " DRAIN
VALVE
CHECK
SILENT
PS-4
6"
6"
PS-5
MAV
6" BV-1
2"
FLOW SWITCH
CV-4
DISCHARGE HEADER
10" PUMP
PS-7
6"
FILL
2" SLOW
2"
6"
FSCV-4
8" TRANSFER LINE
LEGS, 4 EACH
3"x3"x0.25"
(6"-1000 GPM)
CV-6
6" 6"
DISCHARGE HEADER
10" FILTER SEPARATOR
PIPING
8" RECIRCULATION
PS-13
PIPING TO BULK STORAGE
FUTURE 8" RECIRCULATION
TO TANK 356
FUTURE 8"
TO TANK 351
FUTURE 8"
PS-14
PS-15
PS-16
NOT IN CONTRACT (NIC)
FUTURE PIPING
TP-4
ELEV. 99'-6"
FIN. FLOOR
SEE SHEET MS401/
FOR CONTINUATION,
PRV
PRV
PRV
PRV
FLAT SIDE UP
ECCENTRIC REDUCER
FLAT SIDE UP
ECCENTRIC REDUCER
2"
IF
2" 1"
1"
MAV MAV
1"
PRV
M-301
P
IP
IN
G S
E C
T
IO
N S
A N
D D
E T
A
IL
S
A .P
K Y
H N
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IC
H A
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IT
H
P e d x a p k
I:
d w g s m e c h
L U
B
M
.d
B
M
.d w g in in
SCALE: 1/2" = 1'-0"
0 2'2' 1'
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
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D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
M-302
2SECTION
M-101FSI-1,2,3,4 (600 GPM)
(600 GPM)
FSI-4
SIZES.
FOR PIPE SUPPORT DETAILS AND PIER
4. SEE SHEETS SB102, SB303, SB304,SB305, & SB306
FOR CLARITY.
3. F/S FILL PIPING NOT SHOWN
FOR CLARITY.
2. F/S DRAIN PIPING NOT SHOWN
NOT SHOWN FOR CLARITY,
1. THERMAL RELIEF PIPING
NOTES:
MAV
/1
MFG
BY PUMP
ELEVATION SET
(600 GPM)
FSI-3
(600 GPM)
FSI-2
(600 GPM)
FSI-1
TYP. OF 4
CONTROL VALVE
6" PUMP DISCHARGE
LINE
RECIRCULATING
6" PUMP BYPASS
BV-1
HEADER
16" PUMP SUCTION
PS-2
PS-6
PS-5
TYP. OF 4
8" PUMP SUCTION
MAV
HEADER
10" PUMP DISCHARGE
SEPARATOR (TYP.)
6" TO FILTER
PS-5
PIPING
8" RECIRCULATION
WITH BLIND FLANGE
8" BALL VALVE
(BEYOND)
DISCHARGE HEADER
CONNECT TO 10" F/SMAV
PS-13
PS-1 PS-1
PIPING
RECIRCULATION
TO FUTURE 8"
PS-10 LOWER SHELF
PIPE SUPPORT BEYOND
BF
OPERATING TANKS
8" TRANSFER TO
ELEV. 99'-6"
FIN. FLOOR
FOR DETAIL
SEE SHEET SS503
FREE SUPPORT,
MAV
PS-9
HEADER BEYOND
10" ISSUE F/S DISCHARGE
10" TO FILLSTANDS
FS
2 2
LAUNCHER
TOWARDS PIG
SLOPE DOWN
IF
IF
VALVE PIT
16" TO NEW
TRANSFER PIT
16" TO EXISTING
SEE SHEET MS401
FOR CONTINUATION,
PS-10
MAV
PS-12" SLOW FILL
DISCHARGE
FROM 2" PRV
2" DRAIN
PIPING
FUTURE 8" RECEIPT
FILTER SEPARATORS
FUTURE 1200 GPM RECEIPT
FOR REMOVAL.
LOWEST PART OF VALVE,
2'-0" REQUIRED BELOW
SLIP REMOVAL. MINIMUM
AS NECESSARY TO ALLOW
ROTATE D.B.B. PLUG VALVE
M-302
P
IP
IN
G S
E C
T
IO
N S
A .P
K Y
H N
A .P .K
C .R .M
M
IC
H A
S K
IT
H
P e d x a p k
I:
d w g s m e c h
L U
B
M
.d
B
M
.d w g in in
SCALE: 1/2" = 1'-0"
0 2'2' 1'
A
M
R
E V
IS
E D A
N D R
E D
R A
W N
-2
-2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
L
IF
O R
N
IA
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
W P
L -1
-X -X
X X
X
O M
A H
A
N E
B R
A S
K A
W P
L -1
-R -0
L -T
C X
C O
N S
T R
U C
T F
L
IG
H T
L
IN
E F
IL
L S
T A
N D
S
L U
K E A
F B
C E
M B
E R
.1
X
-9
LOCATION
B
P U
M P
H O
U S
E
TYPICAL FOR FSI-1, FSI-2, FSI-3, FS-4.
600 GPM FILTER SEPARATOR DETAILS
NO SCALE
"4 13"x3"x LEG
CONTINUOUSLY WELD
PIPE SUPPORT
"4 1"x 2
1"x22
" U-BOLT4
" PIPE4
PIPE SUPPORT DETAIL
JET FUEL JET A
PRODUCT SYMBOL
ALL AROUND
YELLOW BANDS (3 EA.)
CONDENSED)
(LETTERS SHALL NOT BE
BLACK BACKGROUND
2" HIGH WHITE LETTERS ON
3"
3"
NO SCALE
F-24
A
END ELEVATION SIDE ELEVATION
1" SLOW FILL
1"
"2
M
IN
B
D
PRODUCT FLOW SYMBOL DETAIL
PRODUCT SYMBOL
"A"
JET FUEL JET A
NO SCALE
"A" 4 x "C"
ON BLCK BACKGROUND
"B" HIGH WHITE LETTERS
ARROW
YELLOW FLOW
ALL AROUND
YELLOW BANDS (3 EA.)
(INCHES)
PIPE DIAMETER
SIZES OF…
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