Am2_Drawings_W912PL-15-R-0002.pdf
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Amendment 2 - Drawings. 6 new drawings added. Changes to 5 other sheets.
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S O
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IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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LOS ANGELES DISTRICT
L O
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E L E
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C A
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IF
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U .S
A R
M Y E
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F -9
-0
LETTER
IDENTIFICATION
LOCATION
G-002
IN
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INDEX
LOCATION A = SITE/EXTERIOR
LOCATION IDENTIFICATION LEGEND
LOCATION B = PUMPHOUSE
SHELTER
LOCATION C = THERMO-MANAGEMENT
L
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D E
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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
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S U
B M
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D B
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P L
O T S
C A
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P L
O T D
A T
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D A
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C O
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S O
F E
N G
IN
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R S
U S
A R
M Y E
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IN
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M A
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S C
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N A
P P
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D A
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C O
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C T N
O
LOS ANGELES DISTRICT
L O
S A
N G
E L E
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C A
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IF
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U .S
A R
M Y E
N G
IN
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C O
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L -1
-X -X
X X
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A H
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B R
A S
K A
W P
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-R -0
L -T
C X
C O
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LOCATION
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INDEX, CONT'D
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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
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S U
B M
IT
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D B
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P L
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C A
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D A
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LOS ANGELES DISTRICT
L O
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X X
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B R
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K A
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-R -0
L -T
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X
-9
LOCATION
A
S
IT
E
LADDER
SADDLE CLIPS.
ANCHOR GRATING W/
AROUND PENETRATIONS.
BANDED @ ENDS &
BAR GRATING (GALV.)
") STEEL16
3"x4
1W-19-4 (2
1SECTION
TOP OF WALL
RUNG (TYP)
" DIA. STL.4
FLOOR LINE
A
LADDER ELEVATION AELEVATION OF BRACKETTYPICAL WALL CORNER DETAIL
ADJUSTABLE SEALS.
SLEEVE AND
L
SPAN (TYP)
GRATING
PIPE C ELEV.
SEE NOTE 1 FOR
FOR ELEV.
SEE NOTE 1
(TYP)
FUEL PIPE
ISOLATION VALVE VAULT
TYPICAL WALL REINFORCING
FUEL PIPE
SUMP PIT
12"x12"x3" DEEP
W/ PROTECTION BOARD
WATERPROOFING
ELASTIC SHEET
L A
P S
P L
IC
E
WATERSTOP
4" FLAT OR DUMBBELL
ROUGHEN SURFACE
TYP. BOTH SIDES.
FORM OR SAWCUT.
RESERVOIR W/ SEALANT.
" CONTINUOUS4
3" x2
(OPTIONAL)
HORIZONTAL CONSTRUCTION JOINT
ON SHOP DRAWINGS AND SUBMITTED FOR APPROVAL.
HORIZONTAL CONSTRUCTION JOINTS SHALL BE SHOWN
1'-6"
T Y
P
M A
X
O .C
M A
X
2"
(2 LOCATIONS)
GRATING
THROUGH
VALVE STEM
EMBEDDED 4" MIN.
STEEL EXPANSION ANCHOR
" DIA. STAINLESS8
5W/
" MTL. BRACKET8
3" x2
SIDE RAILS
RUNGS. WELD RUNGS TO
" DIA. MTL.4
3PUNCHED FOR
" MTL. SIDE RAILS8
3" x2
WATERSTOP
DUMBELL
4" FLAT OR
STD. HOOK.
#5 @ 18" O.C. W/
" 1
S P
A C
E B
R A
C K
E T S A
T
12" 8'-0" 12"
12"
L A
P S
P L
IC
E
NO SCALE
NO SCALE
" DIA. METAL RUNG4
" MTL. SIDE RAIL8
3" x 2
" DIA. METAL RUNG4
L3x3x3/8 (GALV)
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
2'
SCALE: 3/4" = 1'-0"
1' 0 2'2'
SCALE: 3/4" = 1'-0"
1' 0 2'
ACCORDANCE WITH ASTM A123.
GRATING, SUPPORTS AND LADDER SHALL BE HOT-DIP GALVANIZED IN B.
A. REFER TO SHEET B-S-002 WITH THE FOLLOWING ADDITIONS.
5. CARBON STRUCTURAL STEEL:
THE DRAWINGS.
ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON
ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL
ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT E.
OF INSTALLING ANCHORS.
PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT
RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S
ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST
REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR
THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S D.
THE ANCHOR PACKAGING.
INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN C.
ACCORDANCE WITH ICC-ES AC193 AND ACI 355.2.
PROVIDE HILTI KWIK BOLT 3 EXPANSION ANCHOR OR APPROVED EQUAL IN B.
A. REFER TO SHEET B-S-001 WITH THE FOLLOWING ADDITIONS.
4. CONCRETE:
LOOSE THICKNESS.
MODIFIED PROCTOR DENSITY (ASTM D1557) IN LIFTS NOT EXCEEDING 8 INCHES IN
MOISTURE CONTENT AND COMPACTED TO AT LEAST 92 PERCENT OF MAXIMUM
SHALL BE MOISTURE-CONDITIONED TO WITHIN -1 TO +3 PERCENT OF OPTIMUM
CONSIDERED SUITABLE FOR REUSE IF IT IS FREE FROM CONTAMINATION. BACKFILL
SUPPORT MEMBERS. SOIL REMOVED FROM THE EXCAVATION SHALL BE
FOOT FROM THE EDGE STRUCTURAL SURFACES TO THE FACE OF EXCAVATION OR
EXCAVATE THE FOOTPRINT OF EACH VAULT OR PIT PLUS A CLEAR DISTANCE OF 1
DELETE NOTE C-8 AND REPLACE WITH THE FOLLOWING:B.
REFER TO SHEET B-S-001 WITH THE FOLLOWING ADDITIONS.A.
SOIL & FOUNDATION:3.
REMOVABLE BAR GRATING NOT SHOWN ON PLAN FOR CLARITY.2.
ELEVATIONS AND ADDITIONAL DETAILS.
SEE MS401, MS506, AND MS109 FOR PIPING PLAN, GRADE AND PIPE CENTERLINE 1.
VALVE VAULT NOTES:
1'-0"
EACH WAY
TOP & BOT
#5 @ 18" O.C.
E.W., E.F.
#5 @ 18" O.C.
L3x3x3/8 (GALV)
BAR
CORNER
SEE SCHEDULE
BAR
VERTICAL
EXTRA
SECTION
ANGLE
GRATING SPAN
EMBED 4" MIN.
ANCHOR @ 2'-0" O.C.
STEEL EXPANSION
" DIA. STAINLESS8
SCALE: 1-1/2" = 1'-0"
0 1'1' 6"
SS504
IS
L A
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W .R .B
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N N
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D E
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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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S U
B M
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T E
D B
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P L
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C A
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P L
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D A
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C O
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IN
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N A
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D A
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C O
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C T N
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LOS ANGELES DISTRICT
L O
S A
N G
E L E
S
C A
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IF
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A R
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IN
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C O
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IN
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W P
L -1
-X -X
X X
X
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A H
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N E
B R
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K A
W P
L -1
-R -0
L -T
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.1
X
-9
LOCATION
A
S
IT
E
CENTER
LINE OF
TS BEAM
TS BEAM
DRILLED PIER
TS BEAM
CENTER
LINE OF TS BEAM
"-11UNC-2 ANCHOR8
BOLT WITH LARGE O.D.
WASHERS AND HEX. NUTS
(GALVANIZED)
LEVELING NUT
WITH WASHER
WASHER
"2
1A + WALL THICKNESS + 9 (FOR CONCRETE VAULT)
O U
T S
ID
E T
O O
U T S
ID
E
OUTSIDE TO OUTSIDE
B (C
O N
C R
E T
E V
A U
L T
B
A
O U
T S
ID
E T
O O
U T S
ID
E
OUTSIDE TO OUTSIDE
STEEL VAULT
SEE NOTE 4
FOR STEEL VAULT,
FURNISH CORROSION
RESISTANT PLATE
SHIMS AS REQUIRED
DURING INSTALLATION
EMBEDDED ANCHOR BOLT,
SEE DETAIL, THIS SHEET
CONCRETE VAULT
FOR ADDITIONAL ROLLING COVER DETAILS
SEE SHEETS SS506 & SS507
O R M
IN
IM
U M
EMBEDDED ANCHOR
BOLTS, SEE DETAIL,
THIS SHEET
12" DIAMETER DRILLED
PIER REINFORCED
W/ (4) #5 VERTICAL BARS
AND #3 TIES @ 12".
SEE NOTE 6
C / 2
A
S
W
ID
T H O
F P
IT
LENGTH OF PIT
WS (SEE NOTE 3)
L
12" DIA.
8" DIA.
B (S
T E
E L V
A U
L T
F R
O S
T D
E P
T H
A + 1'-4" (STEEL VAULT)
WIDTH B
LOCATION
REF. SHEET
VAULT
NO.
VAULT
VALVE
LENGTH A
SS504, MS506 9'-0"
STIFFENER
THICKNESS
6016-T6
TYPE
ALUMINUM
SHELL
MATERIAL
12'-0"
SHELL
THICKNESS
VAULT SCHEDULE
STEEL VAULT
NOTES:
1. THE TRACK FOR STEEL ROLLING COVERS SHALL BE SHIMMED TO
MAKE LEVEL AT THE VAULT. THE TRACK AT THE CONCRETE POST
SHALL BE ADJUSTED WITH THE LEVELING NUTS. THE TRACK FOR
CONCRETE ROLLING COVERS SHALL BE LEVELED BY ADJUSTING
THE LEVELING NUTS.
2.THE ROLLING COVER SHALL BE FIELD TESTED BY THE
CONTRACTOR TO ENSURE PROPER WHEEL ADJUSTMENTS TO
ELIMINATE BINDING AND TRACK MISALIGNMENT. IN ADDITION
CONTRACTOR SHALL DEMONSTRATE TO THE CONTRACTING
OFFICER'S REPRESENTATIVE THAT THE COVER AND COVER
TRACKS ARE LEVEL.
3.IF "WS" (WHEEL SPACING) IS 8'-4" OR GREATER, A THIRD SET OF 6"
DIA. WHEELS MUST BE PROVIDED AT "WS/2".
4.THE CONTRACTOR SHALL DRILL " DIA. MOUNTING HOLES IN STEEL 4
VAULT ANGLE DURING INSTALLATION USING VAULT TRACK FOR
TEMPLATE.
5. ALL FERROUS STEEL INCLUDING BOLTS, NUTS AND WASHERS
SHALL BE GALVANIZED UNLESS OTHERWISE INDICATED ON THESE
DRAWINGS.
6.IF "C" IS 8'-4" OR GREATER, PROVIDE AN 8" DIAMETER DRILLED
PIER SIMILAR TO THE 12" DIA. PIER IN "ELEVATION 1" AT
A DISTANCE OF C/2. THE HEIGHT OF DRILLED PIER SHALL
BE A MINIMUM OF 1" BELOW THE ROLLING PIT COVER.
S
CONCRETE VAULT
L S
ANCHOR BOLT DETAIL
NO SCALE
"2 1L= A + 3 + (2 x SHELL THICKNESS) S= B + 1" + (2 x SHELL THICKNESS)
ELEVATION
NO SCALE
PLAN
NO SCALE
14 14
GROUT
NON-SHRINK
SS505
V A
U L T R
O L L
IN
G C
O V
E R
S H
E E
T O
J .C .F
J .C .F
W .R .B
W A
Y
B O
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K
P .E
A
M
A W
D E
D
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C K
D B
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D E
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N
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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
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P L
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C A
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P L
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A T
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D A
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C O
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S O
F E
N G
IN
E E
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U S
A R
M Y E
N G
IN
E E
R D
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T R
IC
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M A
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D E
S C
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IP
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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
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
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T R
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C O
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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
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T F
L
IG
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E F
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L U
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F B
C E
M B
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.1
X
-9
LOCATION
A
S
IT
E
GRIND FLUSH
ON BOTTOM
SIDES
" OF WELD 3 4
/3 16
INSIDE FACE OF TUBE
f -A- .031"
INSIDE FACE OF TUBE
" PLATE2
TYPICAL
G
/14
FOUR PLACES)
WITH ADHESIVE (TYPICAL
BUMPER APPLY TO ANGLE
THK. NEOPRENE STOP
"4 3"x 2
1"x 22
/14 f -A- .031"
SS507
PLATE
OF COVER
INSIDE
WALL.
CONCRETE VAULT
AND OUTSIDE OF
CENTER OF TS
SS507
/3 16
TYP.
OF EACH OTHER
"8 1+ or -
MEASURE WITHIN
DIAGONALS TO
TYPICAL
5TS 4 x 3 x
5TS 4 x 3 x
SEE SPECIFICATIONS
ROLLING COVER SHELL,
/3 16
STIFFENER PLATE (TYP)
SYMMETRICAL ABOUT
HALF PLAN
ON 3 SIDES
" OF WELD4
TYPICAL
/3 16
EACH HANDLE
" BAR, 4 PLACES4
11"x
4 CORNERS)
3" LONG (TYP.
"4 1"x 2"x 2
STOP ANGLE
1" DIA.
BOTH ANGLES
DRILL THRU
1" DIA. (2 SIDES)
BOTH ANGLES
DRILL THRU
3'-0" O.C.
SPACING @
BOLT & ANGLE
-A-
" LONG2
1", 24
12"x 2"x
", 3" LONG4
1"x 2
13"x 2
", 3" LONG4
1"x 2"x 2
SHEET SS508
WHEEL DETAILS,
SEE ROLLING COVER
AS A TEMPLATE
USING COVER SHELL
ANGLE CLIPS
MFG'R. TO LOCATE
SS507
SEE NOTE 2
MOUNTING BOLTS, (TYP.)
SUPPORT
AXLE AND
ECCENTRIC
CENTER OF
SECTION 2
CAP SCREWS (SEE NOTE 1)
" HEX.2
1" BASE PLATE, AND GALVANIZED 4
",16 3" x 2
1" x 22
1CROSS BRACE, ' 2
INSTALLATION & ALIGNMENT
/14END
TUBE
BEVEL
(2 PLACES)
CORNERS ROUND
GRIND BOTTOM
END PLATE,
" x 3" x 6"8
PLATE
OF COVER
INSIDE
SUPPORT
AXLE AND
ECCENTRIC
CENTER OF
WALL
CONCRETE VAULT
AND OUTSIDE OF
CENTER OF TS
SS507
WITH NUT (TYP.)
GALVANIZED HEX. HD. BOLT
" LONG, 2
1"-13UNC-2 x 22
"4 33 "R
5"
SECTION 6
SS507
OUTSIDE OF STEEL VAULT
OUTSIDE OF STEEL VAULT
7" 4 MOUNTING BRACKETS EQUALLY SPACED
6"
7"
"4
"16
"4
2'-0" MAX. SPACING OF STIFFENER PLATES
"16
"3
"16
SS506
V A
U L T R
O L L
IN
G C
O V
E R
S H
E E
T O
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
A W
D E
D
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X J
F I:
d w g s s t r u c t
L U
A
S S .d
A
S S .d w g in in
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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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
SECTION 3
PIER
CONCRETE
1'-0" DIA.
OUTLINE OF
" BOLT, (TYP.)8
5FOR
DRILL THRU 1" DIA.
" PLATE8
"4 12" x 2" x
COVER
ROD FOR STEEL
" DIA. BENT2
/1
EACH END
/3 16
2 EACH SIDE
4 HANDLES EACH COVER,
/3
FOR ALUMINUM COVER
AND WELDED TUBING,
ROUND, MITERED
1" DIA. x 20 GAGE, SIMILAR
SECTION 3
SS506
SECTION 5
SS506
WALL
METAL VAULT
SECTION 4
SS506
CONCRETE VAULT WALL
OUTSIDE FACE OF
SECTION 1
SS506
SECTIONAL END ELEVATIONS
OUTSIDE OF STEEL VAULT
4"
"2
2"
B DIMENSION - SEE SHEET SS505
6"
6"
6"
4"
"2
4. ALL CARBON STEEL WELDMENTS ARE TO BE GALVANIZED, SEE SPECIFICATION 05 59 10.
REASSEMBLY IN FIELD.
3. ALL PARTS DISASSEMBLED FOR SHIPPING ARE TO BE MATCH MARKED FOR
ALL ITEMS TO BE GALVANIZED.
PER BOLT ARE TO BE FURNISHED WITH COVERS FABRICATED FOR STEEL VAULTS.
" LONG), HEX NUTS AND 2 LARGE O.D. WASHERS4
1"-13UNC-2 HEX. BOLTS (22
12.
AS WIDTH TEMPLATE FOR SAME SIZE COVERS.
SCREWS TO BE REINSTALLED IN TUBES TO PLUG HOLES. BRACE TO BE USED
FOR EACH SIZE VAULT. FURNISH 4 GALVANIZED SCREWS FOR EACH COVER.
REMOVED AND DISCARDED OFF GOVERNMENT PROPERTY. MAKE ONE BRACE
REMOVED FOR SHIPPING, REINSTALLED FOR COVER INSTALLATION, AND THEN
SCREWS FOR EACH COVER. DRILL AND TAP TUBE FOR SCREWS, BRACE TO BE
"-13UNC-2A HEX. CAP2
1" BASE PLATES), FURNISH 4 GALVANIZED 4
1 (WELD TO
"16 3"x 2
1"x 22
11. UNFINISHED INSTALLATION & ALIGNMENT CROSS BRACE, STEEL 2
NOTES:
SS507
V A
U L T R
O L L
IN
G C
O V
E R
S H
E E
T O
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
A W
D E
D
E D
X J
F I:
d w g s s t r u c t
L U
A
S S .d
A
S S .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
A
S
IT
FOR CORROSION
GALVANIZED OR PLATED
HD. MACHINE SCREWS,
SLOTTED WASHER
"-20UNC-2A HEX.4
DRILL AND TAP FOR
SIDE VIEW
EXTERIOR
AT PIER AND CONCRETE VAULT WALL
NUT
LEVELING
SEE SHEET SS506
ANCHOR BOLTS,
" DIA. EMBEDDED8
SEE DETAIL THIS SHEET
AXLE SLEEVE,
5TS 4x3x
SLOT TAB
TYP
/3 16
/3 16 2-4
2-4
FOR ALUMINUM COVER
STEEL COVER, 0.063" ALUMINUM
16 GAGE GALVANIZED STEEL FOR
ACCESS PANEL AT EACH WHEEL,
TYP
THRU PANEL
ALLOW ACCESS
ANGLED FITTING TO
GREASE FITTING WITH
REPLACE MFG.'S
(S
T E
E L
G
SECTION 05 59 10
SEE SPECIFICATIONS
6" DIA. WHEEL,
SECTION 2
TYP
OR 300 SERIES STAINLESS STEEL)
CUT TO LENGTH (GALVANIZED
WITH HEX, NUT AND WASHER,
"-10UNC-24
3BOLT
5TS 4x3x
/3 16
/3 16 2-18
2-18
5TS 4x3x
(1.05" I.D.)
STEEL PIPE
" SCH 404
AXLE SLEEVE DETAIL
CLEAR OUT WELD
HOLE IF REQUIRED TO
(REAM OR GRIND
BOTH ENDS
/18
GREASE FITTING
BEARING HUB
SUIT WHEEL
WASHER, SIZE TO
SECTION 3
ROLLING COVER WHEEL DETAILS
/14
ELEVATION
SECTION 05 59 10
SEE SPECIFICATIONS
3" DIA. WHEEL,
NUT TO SUIT WHEEL
HEX. AXLE BOLT WITH HEX.
" DIA. STAINLESS STEEL2
SLOTTED HOLE
" DIA. x 1" LONG,16
CLOSED
CORNER WHEN COVER
REQUIRED, ONE AT EACH
STEEL BAR, FOUR ONLY
" x 3/4" x 7" LONG16
COVER HOLD DOWN,
" PLATE
PARTIAL PLAN
/3 16
TO SUIT
SPACER WASHERS
FLAT WASHER (EACH SIDE)
/14
-B-f -B- .02"
S-908
SECTION 1
IA
" D
IA
"4
"4
(A
L U
M
IN
U M
45°
"2
"4 31 "8
"32
SS508
V A
U L T R
O L L
IN
G C
O V
E R
S H
E E
T O
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
A W
D E
D
E D
X J
F I:
d w g s s t r u c t
L U
A
S S .d
A
S S .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
A
S
IT
E
"-10UNC-2A4
HUB LENGTH
TO SUIT WHEEL
STAINLESS STEEL HEX. BAR STOCK
MACHINE FROM 300 SERIES
AS STIFFENER < (TYP.)
SAME THICKNESS & SPACING
ROLLING COVER (TYP.)
PLATE
VAULT WALL
STEEL
SECTION A
AT METAL VAULT
"2 14 2"
BEARING HUB
TO SUIT WHEEL
WASHER, SIZE
HEX. HD. NUT
STAINLESS STEEL
"-10UNC-2B4
APPROVED WHEEL
COORDINATE WITH
" DIA. SHOWN,4
DIA.
1.045"
1.030"
/3 16
ECCENTRIC AXLE ASSEMBLY
"R
"R32
ECCENTRIC BOLT
SS
1"R
" DIA64
DRILL THRU
STAINLESS STEEL
300 SERIES
" PLATE,8
ADJUSTER
"8 12 7" "16
45° 45°
"R
3"
T
-A- .03
-A
-MEMBER
STRUCTURAL
HUB WASHER AND
BETWEEN BEARING
" WASHER 8
SS509
V A
U L T R
O L L
IN
G C
O V
E R
S H
E E
T O
.F
J .C .F
W .R .B
W A
Y
B O
E C
K
P .E
A
M
A W
D
E D
X J
F I:
d w g s s t r u c t
L U
A
S S .d
A
S S .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
A
S
IT
E
PRESSURE GAUGE
SURGE TANK
100 GALLON NITROGEN
SURGE SUPPRESSOR TANK DETAIL
PSIG
0-300
NO SCALE
PLAN
A
NO SCALE
GEN
ISOLATION VALVE PIT DETAIL
SECTION
SECTION
YOKE LOCATED 6" BELOW THE GRATE
PIPE SUPPORT 1/2" PLATE AND
1"X1"X 1/2" EPOXY COATED ANGLE
COUNTER WEIGHT
ALUMINUM COVER
COUNTER WEIGHT
FOR PLUG VALVE
2" BODY DRAIN
SEE NOTE 1
IF
SHT. A ES502
GROUND, SEE DETAILS
CONNECT VALVE TO
AND BLEED BALL VALVE
PIGGABLE DOUBLE BLOCK
SHT. A ES502
GROUND, SEE DETAILS
CONNECT VALVE TO
AND (2) S.S. BANDS
BUNA-N BOOT SEAL
THIS SHEET
SEE DETAIL "E",
WALL PENETRATION,
PIT WITH ISOLATION VALVE
D E
P T
H V
A R
IE
S
IF
REMOVABLE GRATE
2 PIECE FULL LENGTH
ADAPTOR W/DUST CAP,
2" BRONZE MALE CAM TYPE
PUMPOUT OVER WIDTH OF PIT
SLOPE FLOOR 3" TO
MINIMUM 18"
FOR SLIP REMOVAL
SPACE TO ALLOW
PROVIDE ENOUGH
INSTALL VALVE HANDLE ABOVE GRATING
PIPE SLOPE
SEE NOTE #1
IN
S
ID
FUEL
OPENING
75" MINIMUM
AROUND PIT
OF CONCRETE BACKFILL
FOR REQUIRMENTS
SPECIFICATIONS
SEE STRUCTURAL
CONCRETE JOINT
PUMPOUT
2" LOW POINT
O P
E N
GRADE MIN.
3" ABOVE
FIBERGLASS PIT
" THICK 2
PIT WALL
FIBERGLASS
MANUFACTURER
FIBERGLASS PIT WALL BY
RING MOLDED INTO THE
"x2" STEEL ANCHOR8
"B" FUEL PIPING SLEEVE w/
PIPING C
INSIDE PIT
ATTACHMENT BANDS
w/ STAINLESS STEEL
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
FIBERGLASS PIT WALL PENETRATION E
NO SCALE
GEN
L
L
PIPE SUPPORT DETAIL
NO SCALE
6"
1"
"4
INTO CONCRETE WALL
HEADED STUD W/ 3" MIN. EMBEDMENT
" � ANCHOR BOLT OR WELDED 2
NOTES:
THE PIT LID.
2. PIT SERVICE SHALL BE INTEGRALLY CAST W/1#16" LETTERS ON
PIPE AT THE SUPPORTS.
" THICK BUNA-N WRAP AROUND THE VENT AND DRAIN8
1 GRATE. PROVIDE A
AND VALVES AND QUICK DISCONNECTS SHALL BE LOCATED ABOVE THE
VALVE. VENT AND DRAIN SHALL BE IN ACCORDANCE WITH SPECIFICATIONS
(AT THE VALVE) AND THE VENT CONNECTION AT THE LOWER SIDE OF THE
AT THE HIGHER SIDE OF THE VALVE WHEN LOOKING AT THE SLOPE OF PIPE,
INSULATING FLANGES AT EACH ISOLATION PIT WITH THE DRAIN CONNECTIONS
1. PROVIDE A 2" HIGH POINT VENT AND A 2" LOW POINT DRAIN WITH
C3x5 CHANNEL
" BASE P4
DETAILS.
FOR CONCRETE
SEE SHEET A SS501
FUEL
12" PIPE
UNION
FULL PORT BALL VALVE
1/2" SST. DRAIN VALVE
ADJUSTMENT"
INTO SYSTEM "RHYTHM
TO ADJUST BACKFLOW
1/2" SST. NEEDLE VALVE
METAL SEATS
PSID CRACKING PRESSURE
NON-SLAM, SILENT CHECK VALVE 1/2"
ON STRUCTURAL DRAWINGS
ANCHOR BOLTS AS SHOWN
6"
4"
F U
E L
IN
G P
IT
S
MS502
A N
D D
E T
A
IL
.P
K Y
H N
A .P .K
C .R .M in in in
M
IC
H A
S M
IT
H
P .E
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
-1
-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
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
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SCALE: 1/4" = 1'-0"
0 4'4' 2'
A
M
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E D A
N D R
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-2
A
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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W P
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-X -X
X X
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A H
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B R
A S
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-R -0
L -T
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-9
LOCATION
B
P U
M P
H O
U S
E
M-201
F L
O W D
IA
G R
M
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A .P .K
C .R .M
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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"
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
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 N
CAP (TYP.)
-1
-2
A M
R
E V
IS
E D A
N D R
E D
R A
W N
1.5"
CS CARBON STEEL
INT/EXT INTERNALLY / EXTERNALLY
CS (TYP.)
EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP.)
EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
EXT COATED CS
CS (TYP.)
EXT COATED
EXT COATED CS
CS (TYP.)
EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP.)
EXT COATED
CS (TYP)
INT/EXT COATED
EXT COATED CS
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
EXT EXTERNALLY
CS (TYP)
INT/EXT COATED
14"
CS
EXT COATED
SPECIFICATION 33 52 43.13.
INTERNALLY/EXTERNALLY COATED PER
2. ALL CS PIPING 3" AND LARGER SHALL BE
33 52 43.13.
EXTERNALLY COATED PER SPECIFICATION
2. CS PIPING 2.5" AND SMALLER SHALL BE
COATED.
SMALLER CANNOT BE INTERNALLY
COATING REQUIREMENTS. CS PIPING 2.5" AND
1. SEE SPECIFICATION 33 52 43.13 FOR PIPE
NOTES:
| DRAWINGS (1 OF 3) - CONSTRUCT FLIGHTLINE FILLSTANDS, NUEX103005, LUKE AFB, ARIZONA |
| GENERAL |
| G-002 INDEX |
| G-003 INDEX |
| SITE |
| STRUCTURAL |
| SS504 ISOLATION VALVE VAULT PLANS & DETAILS |
| SS505 VAULT ROLLING COVER SHEET 1 OF 5 |
| SS506 VAULT ROLLING COVER SHEET 2 OF 5 |
| SS507 VAULT ROLLING COVER SHEET 3 OF 5 |
| SS508 VAULT ROLLING COVER SHEET 4 OF 5 |
| SS509 VAULT ROLLING COVER SHEET 5 OF 5 |
| MECHANICAL |
| MS502 FUELING PITS AND DETAILS |
| DRAWINGS (2 OF 3) - CONSTRUCT FLIGHTLINE FILLSTANDS, NUEX103005, LUKE AFB, ARIZONA |
| PUMPHOUSE |
| MECHANICAL |
| M-101 PIPING PLAN |
| M-201 FLOW DIAGRAM |
File details come from the government source that posted it. Updated .