Drawings_Am4_W912PL-15-R-0002.pdf
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Amendment 4 - Drawings. Revisions to 13 sheets.
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INDEX
LOCATION A = SITE/EXTERIOR
LOCATION IDENTIFICATION LEGEND
LOCATION B = PUMPHOUSE
SHELTER
LOCATION C = THERMO-MANAGEMENT
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INDEX, CONT'D
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4. AIRCRAFT PARKING APRON ACCESS & SAFETY REQUIREMENTS
GOVERNMENTAL SAFETY REQUIREMENTS FOR REQUIREMENTS.
G. ALL OPEN PAVEMENT AREAS SHALL BE SURROUNDED BY ORANGE SAFETY FENCING. REFERENCE EM 385-1-1 AND SPECIFICATION SECTION 01 35 26
REMOVED CONCRETE.
COVER ALL OPEN TRENCHES WITH PLATES WHEN NOT IN USE. THE PLATE MUST SPAN THE TRENCH WIDTH, BUT DOES NOT NEED TO SPAN THE WIDTH OF THE
CONFINED SPACE ENTRY AND MONITORING. THE CONTRACTOR SHALL COVER ALL OPEN TRENCHES AT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL
F. TRENCHES ARE CONSIDERED A CONFINED SPACE AND THE CONTRACTOR IS TO FOLLOW ALL PROCEDURES AND REQUIREMENTS OUTLINED IN EM 385-1-1 FOR
CONSTRUCTION AND FAA AC 150 5370-2f OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.
E. CONTRACTOR SHALL COMPLY WITH ALL ASPECTS OF UFC 3-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELDS DURING
CONTRACTOR.
D. ALL AIRCRAFT PARKING APRON AREAS TRAFFICKED BY CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE CONTINUOUSLY VACUUM SWEPT CLEAN BY THE
DAY.
DAILY WITH THE AIRFIELD MANAGER PRIOR TO WORK BEING PERFORMED TO DISCUSS AIRFIELD OPERATIONS AND ANY OTHER SPECIAL REQUIREMENTS FOR THAT
C. ALL WORK ON THE AIRCRAFT PARKING APRON SHALL BE COORDINATED WITH THE AIRFIELD MANAGER AND BASE OPERATIONS. THE CONTRACTOR SHALL CHECK IN
B. ALL WORK ON THE AIRCRAFT PARKING APRON SHALL BE LIMITED TO DAYLIGHT HOURS.
CONSTRUCTION PHASING PLAN SHEETS. ACCESS SHALL BE COORDINATED WITH, AND APPROVED BY, THE AIRFIELD MANAGER.
A. ACCESS TO EACH CONSTRUCTION PHASE AREA ON THE AIRCRAFT PARKING APRON SHALL BE THROUGH THE ENTRY CONTROL POINT (ECP) SHOWN ON THE APRON
1. APRON PHASING GENERAL
MANAGER & SITE SUPERINTENDENT SHALL BE REQUIRED HAVE A RADIO IN THEIR POSSESSION AT ALL TIMES WHILE ON THE CONSTRUCTION SITE.
CONDITION OF THE RADIO WHILE IT IS IN HIS POSSESSION. THE REPLACEMENT VALUE OF THE RADIO IS $5,000. KEY PERSONNEL INCLUDING FLAGMEN, THE CQC
G. THE CONTRACTOR WILL BE PROVIDED RADIOS FOR COMMUNICATION WITH LUKE AFB AIRFIELD OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE
APRON CONSTRUCTION PHASE AREA II. APRON CONSTRUCTION AREA PHASE I & II AREAS SHALL BE DELINEATED WITH LOW PROFILE BARRICADES.
E. ALL WORK WITHIN APRON CONSTRUCTION PHASE AREA I SHALL BE COMPLETED AND TURNED BACK OVER TO THE AIR FORCE PRIOR TO INITIATING WORK WITHIN
PROTECTION, ETC) ARE ON SITE FOR EACH CONSTRUCTION PHASE AREA WHICH WILL BE OCCUPIED.
D. THE CONTRACTOR SHALL NOT BE ALLOWED TO INITIATE WORK WITHIN EACH CONSTRUCTION PHASE AREA UNTIL ALL MAJOR COMPONENTS(PIPING, CATHODIC
AIRCRAFT PARKING APRON.
C. INSTALLATION OF FUEL SUPPLY LINE WITHIN THE AIRCRAFT PARKING APRON SHALL BE PHASED TO ALLOW AIRCRAFT ACCESS TO RNWY 21 END THROUGH THE
INFORMATION AT THAT TIME. SEE SECTION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS FOR MORE INFORMATION.
THEN BE RESUBMITTED WITH ANY UPDATED INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUPPLY LUKE AFB WITH ALL REQUIRED
DAYS AFTER THE TEMPORARY CONSTRUCTION WAIVER HAS BEEN SUBMITTED. THE TEMPORARY CONSTRUCTION WAIVER SHALL LAST FOR ONE YEAR AND SHALL
CONTRACTOR SHALL PROVIDE ALL INFORMATION NECESSARY TO LUKE AFB. CONSTRUCTION WITHIN THE AIRFIELD CLEAR ZONE SHALL NOT BE APPROVED UNTIL 60
B. LUKE AFB WILL PROVIDE THE CONTRACTOR WITH A LIST OF INFORMATION REQUIRED FOR LUKE AFB TO OBTAIN A TEMPORARY CONSTRUCTION WAIVER. THE
OFFICER COORDINATING WORK WITHIN EACH APRON CONSTRUCTION PHASE. SEE SHEETS GC101 & GC102 FOR CONSTRUCTION PHASE LIMITS.
OFFICER. THE CONTRACTOR SHALL PROVIDE A FOURTEEN DAY WRITTEN NOTICE IN ADVANCE OF ANY WORK TO BE PERFORMED, THROUGH THE CONTRACTING
ABILITY TO COMPLETE THE WORK IN EACH APRON CONSTRUCTION PHASE AREA WITHIN THE TIME FRAME REQUIRED AND IS APPROVED BY THE CONTRACTING
CONTRACTOR SHALL NOT BE ALLOWED TO INITIATE WORK IN ANY APRON CONSTRUCTION PHASE AREA UNTIL THE CONTRACTOR'S SCHEDULE DEMONSTRATES THE
FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE ALLOWED ACCESS TO A SINGLE APRON CONSTRUCTION PHASE AREA AT ANY ONE TIME. THE
A. APRON CONSTRUCTION PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN AIRCRAFT OPERATIONAL CAPABILITY AND CONTINUAL ACCESS TO AIR FORCE
2. APRON CONSTRUCTION PHASING DESCRIPTION
PHASE AREA II LIMITS. REMOVAL OF EXISTING PAVEMENT MARKINGS AND INSTALLATION OF NEW PAVEMENT MARKINGS AS INDICATED.
DEMOLITION OF EXISTING AND INSTALLATION OF NEW FUEL PIPING, WATER LINE, COMMUNICATIONS LINE AND PAVEMENT AS SHOWN WITHIN APRON CONSTRUCTION
B. APRON CONSTRUCTION PHASE II AREA
CONSTRUCTION PHASE AREA I LIMITS. REMOVAL OF EXISTING PAVEMENT MARKINGS AND INSTALLATION OF NEW PAVEMENT MARKINGS AS INDICATED.
DEMOLITION OF EXISTING PAVEMENT AND INSTALLATION OF NEW FUEL PIPING, WATER LINE, COMMUNICATIONS LINE AND PAVEMENT AS SHOWN WITHIN APRON
A. APRON CONSTRUCTION PHASE I AREA
PAVEMENT SHALL BE ACCOMPLISHED BY DIVIDING THE APRON WORK INTO TWO SEPARATE APRON CONSTRUCTION PHASE AREAS: PHASE I AND PHASE II.
DEMOLITION OF EXISTING PAVEMENT AND INSTALLATION OF NEW HYDRANT FUEL TRANSFER LINE, ISOLATION PIT, WATERLINE, COMMUNICATIONS LINE, AND
3. APRON CONSTRUCTION PHASING ORDER OF WORK
CONCRETE, AS REQUIRED BY SPECIFICATION SECTION 32 17 24.00 10.
HIS OWN EXPENSE. PAVEMENT MARKING OF NEW AND EXISTING CONCRETE PAVEMENT SHALL NOT BE INITIATED UNTIL A MINIMUM OF 30 DAYS AFTER PLACEMENT OF
C. ALL PAVEMENT MARKINGS NOT MARKED FOR REMOVAL, WHICH ARE MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE REPLACED BY THE CONTRACTOR AT
PRIOR TO AIRCRAFT TRAFFIC, ALL NEW PCC JOINTS SHALL BE WIDENED AND PERMENANTLY SEALED.
OF 600 PSI AS REQUIRED WITHIN CONTRACT SPECIFICATION 32 13 11 CONCRETE PAVEMENTS FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS. IN ADDITION, PHASE PREVIOUSLY COMPLETED SHALL HAVE BEEN CURED A MINIMUM OF FOURTEEN (14) DAYS AND HAVE ATTAINED A MINIMUM FIELD CURED FLEXURAL STRENGTH
B. PRIOR TO INITIATING WORK WITHIN THE NEXT APRON CONSTRUCTION PHASE, ALL NEW CONCRETE PAVEMENT SLABS WITHIN EACH APRON CONSTRUCTION
MIX DESIGN.
A. DEMOLITION OF THE EXITING PAVEMENT SHALL NOT BE PERMITTED UNTIL THE CONTRACTOR HAS AN APPROVED ACC JOB MIX FORMULA AND AN APPROVED PCC
ADDITIONAL REQUIREMENTS FOR EACH APRON CONSTRUCTION PHASE THAT SHALL BE MET ARE AS FOLLOWS:
AND ALL AIR FORCE VEHICLES USING TAXIWAY B SHALL HAVE THE RIGHT OF WAY AND SHALL NOT BE IMPEDED BY CONTRACTOR VEHICLES AND EQUIPMENT.
AFB(INCLUDING RADIO CHARGERS). THE FLAGMEN SHALL CONTROL CONTRACTOR VEHICLE AND EQUIPMENT MOVEMENTS ACROSS TAXIWAY B. AIRCRAFT TAXIING
CONTRACTOR'S HAUL ROUTE. ALL FLAGMEN SHALL HAVE RADIO COMMUNICATION WITH LUKE AFB CONTROL TOWER USING RADIOS PROVIDED BY LUKE
DURING EACH APRON CONSTRUCTION PHASE AREA, THE CONTRACTOR SHALL PROVIDE FLAGMEN AT ALL LOCATIONS WHERE AIRCRAFT TAXI ACROSS THE
AND COMPLETE ALL WORK WITHIN EACH APRON CONSTRUCTION PHASE AREA PRIOR TO INITIATING WORK WITHIN THE NEXT APRON CONSTRUCTION PHASE AREA.
PHASE I, PHASE II. THE CONTRACTOR SHALL ONLY WORK WITHIN ONE APRON CONSTRUCTION PHASE AREA AT ANY GIVEN TIME. THE CONTRACTOR SHALL INITIATE
ALL WORK WITHIN APRON CONSTRUCTION PHASE AREAS I AND II SHALL PROGRESS IN THE FOLLOWING ORDER:
5. PUMPHOUSE CONSTRUCTION AREA GENERAL
6. FILLSTAND CONSTRUCTION AREA GENERAL
4. AIRCRAFT PARKING APRON ACCESS & SAFETY REQUIREMENTS (CON'T)
THE STOCKPILE AREA. PROPERLY SECURED SILT SOCKS ARE ADVISED TO PREVENT EROSION FROM STOCKPILES.
EMINENT. PROPER DAMMING SHALL BE PROVIDED AROUND THE ENTIRE STOCKPILE TO PREVENT SOIL RUN OFF FROM GETTING OUTSIDE OF
WITHSTAND SUSTAINED WINDS OF UP TO 50 KNOTS. ADDITIONAL TIE DOWNS SHALL BE REQUIRED IF EXTREME WEATHER CONDITIONS ARE
BE ABLE TO BE PROPERLY SECURED AND ANCHORED TO PREVENT THE COVER FROM BLOWING AWAY. THE COVER MUST BE SECURED TO
BEEN PROPERLY EXCAVATED, THE STOCKPILES SHALL BE COVERED AND LEFT COVERED UNTIL READY TO BACKFILL. THE COVER USED MUST
COVERED BY THE CONTRACTOR. THE CONTRACTOR SHALL LIMIT UNCOVERED STOCKPILES TO A MINIMUM. ONCE THE TRENCH AREA HAS
FEET IN HEIGHT. ALL STOCKPILED SOIL MUST BE COVERED AT THE END OF EACH DAYS WORK. STOCKPILED MATERIALS SHALL BE TARP
AREA. STOCKPILING SHALL BE LIMITED TO A HEIGHT WHERE SOIL CAN BE PROPERLY COVERED AND MAINTAINED BUT SHALL NOT EXCEED 3
CONTRACTOR'S EXPENSE, EXCEPT THAT EXCAVATED MATERIAL TO BE REUSED SHALL BE STOCKPILED AT THE CONTRACTOR'S STAGING
I. ALL EXCAVATED MATERIAL SHALL BE IMMEDIATELY REMOVED OFF OF GOVERNMENT PROPERTY AND PROPERLY DISPOSED OF AT THE
H. STOCKPILING OF BASE COURSE AND SUBGRADE MATERIALS ON THE AIRFIELD APRON SHALL NOT BE ALLOWED DURING CONSTRUCTION.
ACCESS, AND SAFETY REQUIREMENTS STATED FOR THE APRON CONSTRUCTION AREA.
G. ALL PORTIONS OF THE PUMPHOUSE CONSTRUCTION AREA WITHIN THE RUNWAY CLEAR ZONE SHALL COMPLY WITH THE GENERAL, THE FENCE, CONTROLLED AREA SIGNAGE SHALL BE TURNED OVER TO THE GOVERNMENT.
CONTROLLED AREA SIGNAGE ON THIS TEMPORARY FENCE, FOLLOWING THE REQUIREMENTS SHOWN ON CS506. FOLLOWING REMOVAL OF
BE COORDINATED IN ADVANCE, FOLLOWING THE CONTROLLED AREA ACCESS REQUIREMENTS OF LUKE AFB. CONTRACTOR SHALL INSTALL
INTO/THROUGH THE CONSTRUCTION AREA. ANY WORK LOCATED IN THE BULK FUEL FARM OUTSIDE OF THE ESTABLISHED FREEZONE SHALL
CONTROLLED AREA FENCE DURING CONSTRUCTION. A ROPE "GATE" SHALL BE PROVIDED TO ALLOW ANY NECESSARY VEHICLE TRAFFIC
CONSTRUCTION AREA FROM THE REST OF THE FUEL FARM CONTROLLED AREA. THIS BARRIER SHALL SERVE AS THE TEMPORARY
AREA. CONTRACTOR SHALL ERECT A PHYSICAL BARRIER, SUCH AS ORANGE PLASTIC CONSTRUCTION FENCE, TO SEPARATE THE
F. CONTRACTOR SHALL ESTABLISH A "FREEZONE" FOR THE WORK AREA WITHIN THE FENCED PORTION OF THE PUMPHOUSE CONSTRUCTION
OUTAGE PERIOD. CONTRACTOR SHALL POST DETOUR SIGNAGE WHILE THE ROAD IS CLOSED.
REMAINING TRENCH SHALL BE COVERED WITH STEEL PLATES, AND THE ROADWAY REOPENED TO TRAFFIC UNTIL THE NEXT ALLOWED
WITH THE NEW UTILITIES SHALL BE CONDUCTED OUTSIDE OF THESE HOURS. IF WORK CANNOT BE COMPLETED IN A SINGLE WEEKEND, THE
E. JERSTAD LANE MUST REMAIN OPEN TO TRAFFIC DURING REGULAR HOURS (M-F, 0600-1800). WORK REQUIRED FOR CROSSING THIS ROAD
OPERATIONS ARE COMPLETE.
BEING CONDUCTED, ANY ACTIVITIES INVOLVING SPARK GENERATION OR OTHER HAZARDOUS WORK SHALL BE CEASED UNTIL FUEL LOADING
IMPACTS TO TRUCK FILLSTAND OPERATIONS. SHOULD USE OF THE FILLSTANDS BE REQUIRED FOR FUEL LOADING WHILE WORK WITHIN 50' IS
D. CONSTRUCTION AND DEMOLITION WORK WITHIN 50 FEET OF THE EXISTING TRUCK FILLSTANDS SHALL BE SCHEDULED TO MINIMIZE
TEMPORARY CHAIN-LINK FENCING SHALL BE USED AS NECESSARY TO MAINTAIN A SECURE CONTINUOUS PERIMETER AT ALL TIMES.
THE NORTH SIDE OF PUMPHOUSE 363. THIS FENCE SERVES AS THE PERMANENT CONTROLLED AREA BOUNDARY FOR THE FUEL FARM;
C. CONTRACTOR ACCESS TO THE FENCED PORTION OF THE PUMPHOUSE CONSTRUCTION AREA SHALL BE THROUGH THE GATE LOCATED ON
STORAGE TANKS 351 AND 356 ARE IN SERVICE FOR AIR FORCE USE.
B. PUMPHOUSE 363 DEMOLITION AND ANY WORK ASSOCIATED WITH OPERATING TANKS 350 AND 359 SHALL NOT BEGIN UNLESS BULK
EXCEPTIONS NOTED BELOW.
A. WORK WITHIN THE PUMPHOUSE CONSTRUCTION AREA MAY BEGIN AT ANY TIME DURING THE CONSTRUCTION DURATION, WITH THE
STATED FOR THE APRON CONSTRUCTION AREA.
F. ALL PORTIONS OF THE FILLSTAND CONSTRUCTION ARE SHALL COMPLY WITH THE GENERAL, ACCESS, AND SAFETY REQUIREMENTS
POINTS.
SHALL REMOVE THE EXISTING RESTRICTED AREA PAVEMENT MARKINGS ALONG THE TAXIWAY BRAVO EDGE BETWEEN THE TWO TIE-IN
PAVEMENT MARKINGS AND SIGNAGE AROUND THE FILLSTAND AND ACCESS ROAD PERIMETER. AFTER COMPLETION, THE CONTRACTOR
E. FOLLOWING THE COMPLETION OF CONSTUCTION IN THE FILLSTAND AREA, THE CONTRACTOR SHALL PLACE THE NEW RESTRICTED AREA
CONSTRUCTION. BARRICADE DETAILS AND REQUIREMENTS ARE SHOWN ON GC107.
CENTERLINE, THE CONTRACTOR SHALL PROVIDE LOW PROFILE, LIGHTED BARRICADES ALONG THE TAXIWAY EDGE IN THE AREA OF
D. WHILE CONSTRUCTING THE ACCESS ROAD TIE-INS TO TAXIWAY BRAVO OR ANY OTHER ACTIVITIES WITHIN 200’ OF THE TAXIWAY
WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS.
ANY OTHER MEASURES AS NECESSARY TO LIMIT FOD. THE CONTRACTOR SHALL PROVIDE A SELF-CONTAINED PAVEMENT VACUUMING TRUCK
BRAVO, THE CONTRACTOR SHALL CONTINUOUSLY SWEEP AND VACUUM TAXIWAY BRAVO ADJACENT TO THE WORK AREA, AS WELL EXECUTE
C. DURING CONSTRUCTION ACTIVITIES ADJACENT TO TAXIWAY BRAVO AND WHILE CONSTRUCTING THE ACCESS ROAD TIE-INS TO TAXIWAY
SHALL BE AS STATED FOR THE APRON CONSTRUCTION AREA.
APRON CONSTRUCTION PHASING PLAN SHEETS. ACCESS, COORDINATION, FLAGMEN, COMMUNICATION, AND ALL OTHER REQUIREMENTS
B. CONTRACTOR ACCESS TO THE FILLSTAND CONSTRUCTION AREA SHALL BE THROUGH THE ENTRY CONTROL POINT (ECP) SHOWN ON THE
A. WORK WITHIN THE FILLSTAND CONSTRUCTION AREA MAY BEGIN AT ANY TIME DURING THE CONSTRUCTION DURATION.
GC103
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A
MATCHLINE - AREA 4 MATCHLINE - AREA 4 SCALE: 1''= 50'-0"
0 50'50' 25' N
CP103
A
IR
F
IE
L D P
A V
E M
E N
T
J O
IN
T L
A Y
O U
T P
L A
N
A R
E A
M A
H
B M
G B
N J
G M e d x e lb
I:
d w g s g e o t e c h
L U
A
C P .d
A
C P
.d w g
.0
NOTES:
LEGEND:
E
R
DOWELED CONSTRUCTION JOINT
SAWED CONTRACTION JOINT
THICKENED EDGE EXPANSION JOINT
REINFORCED SLAB - SEE NOTE 3
C
D
THICKENED EDGE BUTT JOINTST
INFORMATION.
EQUIPMENT. SEE SECTION 32 13 11 FOR MORE
FIXED FORMS FOR BY USE OF SLIPFORM PAVING
PAVING AND FINISHING EQUIPMENT UTILIZING RIGID
NON-AIRFIELD PAVEMENT SHALL BE CONSTRUCTED WITH
PAVING AND FINISHING UTILIZING RIGID FIXED FORMS.
6. AIRFIELD PAVEMENT SHALL BE CONSTRUCTED WITH
ADJACENT EXISTING JOINT LOCATIONS EXACTLY.
5. ADJUST SAWED CONTRACTION JOINTS TO MATCH
ENGINEER.
BE MADE WITHOUT WRITTEN APPROVAL OF THE DESIGN
4. NO CHANGE IN JOINTING TYPES OR PATTERNS SHALL
FOR REINFORCEMENT DETAILS.
3. ENTIRE SLAB TO BE REINFORCED. SEE SHEET CP505
2. SEE SHEET CP504 FOR JOINT SEALANT DETAILS.
1. SEE SHEET CP503 FOR JOINT DETAILS.
A M
N E
R
V
IS
IO
N S
J
A N
P
C
P
P
P
P
P
P
P
P
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
T A
X
IW
A Y B
R A
V O
ACCESS PAVEMENT
NEW CONCRETE
CONCRETE PAVEMENT
NEW REINFORCED
NEW CONCRETE SIDEWALK
SIDEWALK
NEW CONCRETE
SHOULDER ASPHALT
NEW 2" TAXIWAY
SHOULDER ASPHALT
NEW 2" TAXIWAY
SHOULDER ASPHALT
NEW 2" TAXIWAY
SHOULDER ASPHALT
NEW 2" TAXIWAY
KEY PLAN
NO SCALE
MATCHLINE - AREA 4 MATCHLINE - AREA 4
SCALE: 1''= 50'-0"
0 50'50' 25' N
CP105
V
IN
G 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 P .d
A
C P
.d w g
GENERAL NOTES:
SEE SECTION 32 13 11 FOR MORE INFORMATION.
FORMS FOR BY USE OF SLIPFORM PAVING EQUIPMENT.
PAVING AND FINISHING EQUIPMENT UTILIZING RIGID FIXED
NON-AIRFIELD PAVEMENT SHALL BE CONSTRUCTED WITH
PAVING AND FINISHING UTILIZING RIGID FIXED FORMS.
2. AIRFIELD PAVEMENT SHALL BE CONSTRUCTED WITH
WITH 2 INCHES OF ASPHALT PAVEMENT.
BRAVO, NOT OTHERWISE INDICATED, ARE TO BE SURFACED
1. ALL DISTURBED AREAS WEST OF THE APRON / TAXIWAY
A M
N E
R
V
IS
IO
N S
J
A N
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
L
OR 4'-0" FROM BACK OF CURB.
* A=7'-0" FROM BACK OF PAVEMENT WHERE NO CURB EXISTS
NO SCALE
TYPICAL THRUST BLOCKING DETAIL
NO SCALE
W
VALVE BOX TOP
DETAIL VALVE BOX
NO SCALE
L
TYPICAL VALVE SETTING
NO SCALE
SIZES
FITTING
TEE & END 90 BEND 221/2 BEND45 BEND
NOTES:
1. PLACE 4 ML. POLYETHYLENE BETWEEN CONCRETE AND FITTING
(CONCRETE SHALL NOT INTERFERE WITH JOINT.)
2. MINIMUM CONCRETE THICKNESS SHALL BE 12 INCHES.
5. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTER
OF THE FITTING CORRESPONDS WITH THE CENTER OF THE THRUST
BLOCK.
6. THE MINIMUM ALLOWABLE ANGLE (EITHER VERTICAL OR HORIZONTAL)
SHALL BE 45 DEGREES.
OF THE FITTING ( DO < H <= H/2 ).
THRUST BLOCK BUT NOT LESS THAN THE OUTSIDE DIAMETER (DO)
TO ONE-HALF THE TOTAL DEPTH (H) TO THE BOTTOM OF THE
4. THE VERTICAL DIMENSION (H) OF THE BEARING AREA SHALL BE EQUAL
3. THE HORIZONTAL DIMENSION (B) OF THE BEARING AREA SHALL BE
BETWEEN 1.0 AND 2.0 TIMES THE VERTICAL DIMENSION (H). ( H <= B <= 2H )
BEARING AREA OF BLOCK IN SQ. FT. (B X H)
6" 8"
4.48
7.71
6.35 3.44
5.90
1.74
3.01
0.88
1.52
VARIABLE
S E
E S
P E
C S
B B
111/4 BEND
h
2" MIN.
H
B
B
M
IN
B
2" MIN.
M
IN
A
M A
X
10.91
GROUND LINE
SERVICE STOP
S
E E S
P E
C
NO SCALE
A DIELECTRIC UNION SHALL BE PROVIDED.
BETWEEN FERROUS & COPPER PIPE,
WHERE CONNECTIONS ARE MADE
NOTE:
SETTING
TYPICAL SERVICE BOX
TYPICAL SERVICE CONNECTION
1- 4" PUMPER CONNECTION
2-21/2" HOSE CONNECTIONS
CRUSHED ROCK
7 CUBIC FEET OF
OR TEE
C CROSS
BOX
ADJUSTABLE VALVE
GROUND LINE
GROUND LINE
IN TABLE FOR 6" TEE OR END
SAME AREA AS INDICATED
THRUST BLOCK PROVIDE
WEEP HOLES OPEN
OF HYDRANT BARREL. KEEP
PROVIDE FOR PROPER DRAINAGE
15"X15"X6" CONC. BLOCK
GROUND LINE
BOX
ADJUSTABLE VALVE
C OF WATER MAIN
VALVE AND BOX
6" HYDRANT LEAD, SHUT OFF
IN TABLE FOR 6" TEE OR END
SAME AREA AS INDICATED
THRUST BLOCK PROVIDE
BLOCKS
CONCRETE
PLACED
MIN. 45
MIN.
2"
EARTH
UNDISTURBED
BLOCKS
PLACED CONCRETE
EARTH
UNDISTURBED
2" MIN.
MIN. 45
MIN. 45
MIN. 45
OTHER PAVED AREAS
IN ROADS, SIDEWALKS, OR
WHEN VALVES ARE LOCATED
3'-0" IN DIAMETER X 8" THICK
VALVE BOX A CONCRETE DISK
CAST AROUND THE TOP OF EACH
OTHER THAN CONCRETE
LOCATED IN AREAS
1" CHAMFER WHEN
WAY OR EQUIVALENT
#3 O BARS @ 8 O.C. EACH
EXISITING MAIN
SERVICE CLAMP
CORPORATION STOP
SERVICE STOP
BAR
TYPICAL #4
CRUSHED ROCK
10 CUBIC FEET
4'-0"
2'-0" BAR
TYPICAL #4
WATERMAIN
SEE NOTE 2
RELIEF VALVE
VACUUM AND AIR
CONCRETE
PRECAST
M
IN
S P
E C
IF
IE
D D
E P
T H A
S
OPENING
2'-0" CLEAR COVER-SEE SPECS
MANHOLE FRAME AND
SIZE 24A
FINISH GRADE
1"
4. A FLAT TOP MANHOLE MAY BE USED.
1 TO 2 FEET ON EACH SIDE OF THE MANHOLE.
3. PROVIDE NON-RIGID JOINT A DISTANCE FROM
MATERIAL.
2. CAULK WITH 1" PREMOLDED EXPANSION JOINT
STRESS ON PIPE AND FITTINGS.
1. PROVIDE SUITABLE SUPPORT TO RELIEVE
NOTES:
RELIEF VALVE MANHOLE
TYPICAL VACUUM AND AIR
NO SCALE
PLAN
TYPICAL DRY TYPE
FIRE HYDRANT SETTING
M
IN
S E
E S
P E
C S
SECTION
NO SCALE
NOTES:
1. BC-MINIMUM BOTTOM CLEARANCE BETWEEN OUTSIDE DIAMETER OF
BELL, JOINT, OR GLAND AND CASING PIPE.
2. TC-RANGE FOR CLEARANCE BETWEEN INSULATOR AND CASING PIPE AT
THE TOP.
B c
T c
HDPE RUNNERS
PVC CASING PIPE
HDPE OR FUSED
1. L=D WITH L MAX=16"
NOTES:
REPLACED BY
3. DAMAGED OR DEFECTIVE END SEAL SHALL BE
THE CONTRACTOR AT NO
TO PROVIDE A TIGHT END SEAL. CASING SO AS
4. THE SEAL SHALL BE ATTACHED TO THE PIPE AND
MINIMUM OF 2" OVERLAP.
6. SOLVENT CEMENT SEAMS SHALL PROVIDE A
OF CASING PIPE.
2. REMOVE ALL SHARP EDGES FROM BEVEL END
OR JOINT
DIAMETER OF BELL
LARGEST OUTSIDE
SPACE BETWEEN THE PIPE AND CASING SHALL
5. AT THE END OF THE CASING PIPE THE ANNULAR
ADJUSTABLE SEGMENTED ELASTOMERIC SEAL.
BE SEALED BY MEANS OF A MECHANICALLY
ADDITIONAL COST TO THE GOVERNMENT.
EXTENSION SERVICE
BOX
BY MFG.
RECOMMENDED
OR AS
6'-0" MAX
MAX.
2'-0"
NO SCALE
CASING PIPE DETAILS
HDPE RUNNERS
TYPE OF JOINT
PVC CASING PIPE
HDPE OR FUSED
BY MFG.
OR AS RECOMMENDED
END OF CASING PIPE
1'-6" MAX FROM
10" 11.62 16.42 8.88 4.53 2.27
PVC CARRIER PIPE
HDPE OR FUSED
PVC CARRIER PIPE
HDPE OR FUSED
“WATER DISTRIBUTION MAIN MATERIALS.”
SPECIFICATION SECTION 33 11 00, SECTION 2.1
CASING PIPE MATERIAL SHALL CONFORM TO 7.
6" Or less
8"
10"
12"
14"
16"
"2
"4
"4
"4
1"
1"
"-1"4
"2 11"-1
"2 11"-1
"2 11"-1
"2 11"-1
2"-3" size
Carrier pipe B T
C C
CLEARANCE DISTANCE
CU501
W A
T E
R L
IN
E D
E T
A
IL
S
R A
K
E D
H C
T W
I:
d w g s e n v ir
L U
A
C U
.d
A
C U
.d w g
Q V
L
D H
C
R A
K
A M
N E
R
V
IS
IO
N S
D
IS
J
A 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
A
S
IT
E
KEY PLAN
NO SCALE
5M
A T
C H
L
IN
E A
R E
A
M A
T C
H L
IN
E A
R E
A
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
TO FLIGHTLINE FILLSTANDS
NEW U/G 10" TRANSFER LINE
SEE SHEET MS101
FOR CONTINUATION,
SEE SHEET MS103
FOR CONTINUATION,
PIPING SITE PLAN - AREA 2
STA. 13+02
FOR UNPAVED AREAS, SS502.
ON MS503 . PIT SHALL BE TYPE
LOW POINT PIT. SEE DETAILS
JP
-8
JP
-8
JP
-8
MS102
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
IT
H
P .E 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
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
W N
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
5M
A T
C H
L
IN
E A
R E
A
M A
T C
H L
IN
E A
R E
A
MATCHLINE - AREA 4 MATCHLINE - AREA 4 SCALE: 1''= 50'-0"
0 50'50' 25' N
DETAILS ON SHEET MS502 AND SS501.
AIRCRAFT RATED PIT LID. SEE
PIGGABLE ISOLATION VALVE PIT WITH
SEE SHEET MS102
FOR CONTINUATION,
SEE SHEET MS104
FOR CONTINUATION,
PIPING SITE PLAN - AREA 3
TO FLIGHTLINE FILLSTANDS
NEW U/G 10" TRANSFER LINE
STA. 18+92
STA. 18+65
STA. 21+31
STA 27+89
STA. 28+09
STA. 29+10
STA. 31+61
STA 28+19
FOR PAVED AREAS, SS502.
ON MS503. PIT SHALL BE TYPE
HIGH POINT PIT. SEE DETAILS
J P -8
JP-8
JP-8
JP-8
J P -8
JP
-8
MS103
IN
G S
IT
E P
L A
N A
R E
K Y
H N
A P
K C
R M
M
IC
H A
S M
IT
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
-2
-2
A M
R
E V
IS
E D A
N D R
E D
R A
W
ENLARGED PUMPHOUSE SITE PIPING PLAN
X 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
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
FOR PAVED AREAS, SS502.
ON MS503. PIT SHALL BE TYPE
LOW POINT PIT. SEE DETAILS
FOR PAVED AREAS, SS502.
ON MS503. PIT SHALL BE TYPE
LOW POINT PIT. SEE DETAILS
MS401
L A
R G
E D P
U M
P H
O U
S E S
IT
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
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
W N
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
A
S
IT
E
KEY PLAN
NO SCALE
N
10" U/G PIPING
TF-4
TF-3 TF-2 TF-1
MS501, TYP. OF 4
DETAIL ON SHEET
PANTOGRAPH, SEE
TRUCK FILLSTAND WITH
10" U/G
8" U/G 6" U/G
SHEET MS505
SEE DETAIL ON
PIG RECEIVER,
SIDE UP
REDUCER, FLAT
10"X8" ECCENTRIC
SIDE UP
REDUCER, FLAT
8"X6" ECCENTRIC
OF 4
FILLSTAND, TYP.
6" UP TO TRUCK
DETAIL ON PL501
SHOWER EYESWASH. SEE
COMBINATION EMERGENCY
FOR CONTINUATION
SHEET CU100
1.5" DCW. SEE
TO FLIGHTLINE FILLSTANDS
NEW U/G 10" TRANSFER LINE
SEE SHEET MS105
FOR CONTINUATION,
STA. 44+85
STA. 44+90
STA. 44+98
STA. 45+29
STA. 45+76
STA. 46+02
STA. 46+29
STA. 46+55
FOR PAVED AREAS, SS502.
ON MS503. PIT SHALL BE TYPE
LOW POINT PIT. SEE DETAILS
MS402
L A
R G
E D T
R U
C K F
IL
L S
T A
N D
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
A
M S .d
A
M S .d w g
N
SCALE: 1"= 10'-0"
0 10'10' 5'
ENLARGED TRUCK FILLSTAND PIPING PLAN
-2
-2
A M
R
E V
IS
E D A
N D R
E 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
A
S
IT
E
TRUCK FILL STAND (W/ PANTOGRAPH)
SECTION 4
GEN
INCH = 1 FOOT4
3SCALE:
INCH = 1 FOOT4
3SCALE:
R 4"
R
3 R
R
" PLATE4
"4 12"x 2"x
ANGLE
CONCRETE
BOLTS
" DIA.2
1WITH 4 -
" x 6"x 6" PLATE4
PLATE
FLANGE
BACK
PLATE
FLANGE
FRONT
4"
PLATE
" BENT 4
INCH = 1 FOOT2
1SCALE: 1
HOSE RACK DETAILS
FRONT VIEW SIDE VIEW
C
DP
1'-8"
2"
ALARM
HIGH LEVEL
PRODUCT RECOVERY TANK
REMOVABLE TOP
W/ CONE BOTTOM &
55 GALLON TANK VACUUM VENT.
" DIA. PRESSURE/4
VALVE (TYP)
SHUTOFF
(TYP.)
SIGHT GLASS
TO DRUM
" WELD4
12" x 2" x
" SUPPORT4
12" x 2" x
(PRP-1,2,3,4)
RETURN PUMP
PRODUCT
VALVE
TYP. BALL
CHECK VALVE
3/4"
DISCONNECT
CAM TYPE QUICK
BALL VALVE
LOCKABLE
2" DRAW-OFF
" GROUT2
" BASE PLATE4
14" x 4" x
" DIA. EXPANSION2
1WITH
"2
1ANCHORS WITH 3
MINIMUM EMBEDMENT.
NO SCALE
QUICK DISCONNECT
2" CAM TYPE
2"
PG
PRODUCT RECOVERY SYSTEM
NOTE - SEE SPEC 33 52 43.11
3"
DRYBREAK DISCONNECT
D-3 NOZZLE AND
FROM DRIVE SIDE)
METER (REGISTER TO READ
HOSE RACK
DEAD MAN
2"
ANCHOR BOLTS EMBEDDED 9".
4 - 1/2 " DIA. TYPE A 307 HEADED SUPPORT
CONCRETE
1"
ASSEMBLY, TRUCK SIDE
STATIC GROUND RECEPTACLE
VENT
HIGH POINT
AND STRAP
NOZZLE HOLDER
PRESSURE FUELING
GAUGE AND METER REGISTER.
AND LOCATED TO PROTECT PRESSURE
STEEL PLATE BOLTED TO FLANGE
6"
4"
DP
1"
1"
(0-100 PSI)
PRESSURE GAUGE
FILTER SEPARATOR B
GEN INCH = 1 FOOT4
3SCALE:
1"
1"
2"
DISCONNECT
PUMP OUT W/ 2" QUICK
MAV
CONNECTIONS
THE 6" PIPE. EXOTHERMIC WELD ALL
SIDE OF THE INSULATING FITTING ON
NON-CATHODICALLY PROTECTED
GND CONDUCTOR TO THE
CONTINUE THE #1/O TW CU
STEEL GROUND ROD
3/4 " x 10' GALVANIZED
CONDUCTOR
#1/O TW CU GND
MAV
IF
STRAINER
6" BASKET
VALVE
6" PLUG
SURGE TANK
100 GALLON
ON SHEET MS502
SEE DETAIL
SURGE TANK,
4"
CHECK VALVE
BALL VALVE
FULL PORT
FS
FS
FLOW SWITCH
CONTROL VALVE
4" TRUCK FILLSTAND
GAUGE (0-300 PSI)
PRESSURE
FLOW SWITCH
IF
TESTER
VALVE W/ MANUAL
FLOAT CONTROL
6" INLET
HAND HOLE
6" OUTLET
CONNECTIONS
SAMPLE
PRESSURE GAUGE
DIFFERENTIAL
PS
1"1"
1"
WITH CAP
3/4" X 3" NIPPLE
3/4"
1"
3/4"
- EXTEND TO OUTSIDE OF SUPPORTS
DRY BREAK CONNECTOR W/DUST CAP
W/ STAINLESS STEEL MALE CAM TYPE
1" MANUAL DRAIN VALVE (BALL VALVE) 1" FILL LINE
1" DRAIN LINE
1"
1"
1"
1"
1"
2" DRAIN
1"CONTROL VALVES
CONTROL VALVE AND FLOAT
TUBING TO TRUCK FILLSTAND
SUPPORT ALL HYDRAULIC
W/3/4" HOLE (TYP.)
4" X 4 1/2:" BASE PLATE3"x3"x1/4" LEGS (TYP.) 2" DRAIN
CONNECTION
1" RELIEF VALVE
VALVE
1" RELIEF
3/4" AAV CONNECTION
VALVE
WITH CHECK
MAV AND AAV
SEE SHEET M-501
PIPE SUPPORT DETAIL,
2"
1"
F/S INLET PIPE
1" DRAIN FROM
2"
M
IN
CARBON STEEL
INT/EXT COATED
DETAIL THIS SHEET
55 GALLON PRT SEE
DISCONNECT
DRAIN W/ 2" QUICK
BALL VALVE
METER DRAIN W/
ASSEMBLY.
STATIC GROUND RECEPTACLE
CONNECTION
SAMPLE
CARBON STEEL
INT/EXT COATED
PANTOGRAPH ARM
STAINLESS STEEL
IF
1" SLOW FILL
SURGE ARRESTER
IF WITH
CARBON STEEL
INT/EXT COATED
T R
U C
K F
IL
L S
T A
N D S
E C
T
IO
MS501
N
D D
E T
A
IL
K Y
H N
A .P .K
C .R .M in in in
X
M
IC
H A
S M
IT
H
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
SCALE: 1-1/2" = 1'-0"
0 1'1' 6"
2'
SCALE: 3/4" = 1'-0"
1' 0 2'
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
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
SLIP REMOVAL
NECESSARY FOR
DIMENSION AS
NO SCALE
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.)
SEE NOTE #1
PIPE SLOPE
1'-0"
C
MS506
ISOLATION VALVE VAULT DETAIL
ELEVATION
PLAN VIEW
SCALE: 1/2" = 1'-0"
0 2'2' 1'
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
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 N
-2
-2
A M
R
E V
IS
E D A
N D R
E 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
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
.d
B
M
.d w g in in
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"
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"
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
CS (TYP)
INT/EXT COATED
EXT COATED CS
EXT COATED CS
1.5"
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
EXT COATED CS
CS (TYP.)
EXT COATED
CS (TYP.)
EXT COATED
CS (TYP.)
EXT COATED
CS (TYP.)
EXT COATED CS (TYP.)
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:
CS (TYP)
INT/EXT COATED
CS (TYP)
INT/EXT COATED
CS CARBON STEEL
INT/EXT INTERNALLY / EXTERNALLY
EXT EXTERNALLY
CS (TYP)
INT/EXT COATED
CS
EXT COATED
CS (TYP)
COATED
INT/EXT
DISCONNECT
2" QUICK
PANTOGRAPH (TYP OF 4.)
STAINLESS STEEL
PANTOGRAPH (TYP.)
CS UPSTREAM OF
INT/EXT COATED
A
M
R
E V
IS
E D A
N D R
E D
R A
W N
-2
-2
| DRAWINGS (1 OF 3) - CONSTRUCT FLIGHTLINE FILLSTANDS, NUEX103005, LUKE AFB, ARIZONA |
| GENERAL |
| G-002 INDEX |
| G-003 INDEX |
| GC103 CONSTRUCTION PHASING NOTES |
| SITE |
| CIVIL |
| CP103 AIRFIELD PAVEMENT JOINT LAYOUT PLAN - AREA 3 |
| CP105 PAVING PLAN - AREA 5 |
| ENVIRONMENTAL |
| CU501 WATER LINE DETAILS |
| MECHANICAL |
| MS102 PIPING SITE PLAN - AREA 2 |
| MS103 PIPING SITE PLAN - AREA 3 |
| MS401 ENLARGED PUMPHOUSE SITE PIPING PLAN |
| MS402 ENLARGED TRUCK FILLSTAND PIPING PLAN |
| MS501 TRUCK FILLSTAND SECTIONS AND DETAILS |
| MS504 ISOLATION VALVE VAULT DETAILS |
| DRAWINGS (2 OF 3) - CONSTRUCT FLIGHTLINE FILLSTANDS, NUEX103005, LUKE AFB, ARIZONA |
| PUMPHOUSE |
| MECHANICAL |
| M-201 FLOW DIAGRAM |
File details come from the government source that posted it. Updated .