A.03.09 Attachment 10 Appendix A - Drawings_REV01.pdf
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US Army Corps of Engineers®
Europe
WIESBADEN GERMANY
KECSKEMÉT AIR BASE
POL - INCREASE STORAGE CAPACITY
CONTRACT NUMBER:
SOLICITATION NUMBER:
15 SEPTEMBER 2022
7,8005, Existing storage tank
Existing sotrage tank
New fuel storage tank (1.900.000 or 2.500.000 l)
Existing Building
Existing road/paving
Existing pump house
Existing truck loading station
Existing truck loading station
Corridor
New Operations building
New road with 2 parking spaces and paving around the building
SITE "A"
green area
7.80
0.20 0.20 7.00 0.20 0.20
5.
0.
0.
2.
0.
2.
0.
0.
0.20 3.10 0.20 3.70 0.20
0.
3.
0.
1.
0.
0.20 3.30 0.20 1.70 0.10 0.90 0.10 0.90 0.20 0.20
1.
1.60 2.35
0.
0.
5.
0.
0.
0.20 7.00 0.20
0.
0.
0.
3.
0.
3.
0.
0.
3.
0.
0.
0.
3.
0.10 7.20 0.10 7.40
0.10 0.10 7.00 0.10 0.10 0.40
0.40 2.90 0.40 3.50 0.40
0.
0.
0.
1.
0.
0.
0.
2.
0.
0.
0.
2.
0.
0.16 0.20 5.00
1.
00 5.20
0.10 0.10 5.00 0.10
0.20 0.20 4.80 0.20 0.20
3.30 3.90 0.
0.
2.
0.
0.
0.
2.
5.72 5.80
7.72 7.80
5.72 5.80
7.72 7.80
20 cm reinforced concrete wall
20 cm reinforced concrete wall pavement around the building hollow metal door and frame with insulation, panic handle (splinter proof design) pair hollow metal doors and frame with insulation, panic handles (splinter proof design)
10 cm non-load partition brick wall facade wall:
20 cm reinforced concrete wall with 20 cm heating insulation ho llo w m et al d oo r a nd fr am e w ith in su la tio n, p an ic h an dl e (s pl in te r p ro te ct io n de si gn fa ca de w al l:
c m re in fo rc ed c on cr et e w al l w ith cm h ea tin g in su la tio n
Gutter
HVAC and electrical zone fa ca de w al l:
c m re in fo rc ed c on cr et e w al l w ith cm h ea tin g in su la tio n fa ca de w al l:
c m re in fo rc ed c on cr et e w al l w ith cm h ea tin g in su la tio n fa ca de w al l:
c m re in fo rc ed c on cr et e w al l w ith cm h ea tin g in su la tio n
HVAC and electrical zone galvanized steel bracket to raise a portable ladder pavement around the building pavement around the building
20 cm reinforced concrete slab with 3% slope and rainwaterproofing and insulation
20 cm reinforced concrete slab with 3% slope and rainwaterproofing and insulation metal sheet ledge metal sheet ledge
(L 60.3 mm curved flat steel 50 cm distance) ga lv an iz ed st ee l b ra ck et to ra is e a po rta bl e la dd er metal sheet ledge facade heat insulated plaster system granular footing plaster
Gutter
Gutter metal sheet ledge facade heat insulated plaster system granular footing plaster pavement around the building pavement around the building metal sheet ledge facade heat insulated plaster system granular footing plaster
Gutter pavement around the building hollow metal door and frame with insulation, panic handle (splinter protection design) facade heat insulated plaster system granular footing plaster metal sheet ledge hollow metal door and frame with insulation, panic handle (splinter protection design) pair hollow metal doors and frame with insulation, panic handles
(splinter proof design) certified security point (protection against falling) certified security point
(protection against falling) certified security point
(protection against falling) certified security point (protection against falling) certified security point
(protection against falling) certified security point (protection against falling) from 2,20 m height the cage is compulsory water dripping profile water dripping profile water dripping profile water dripping profile galvanized steel bracket to raise a portable ladder galvanized steel bracket to raise a portable ladder galvanized steel bracket to raise a portable ladder galvanized steel bracket to raise a portable ladder
EXCIPIENT STORAGE
03.
7,60 m smooth concrete
ADDITIVE AND
TESTING
01.
15,30 m ceramic
ADMINISTRATION/
02.
7,44 m smooth concrete
SAMPLE STORAGE
04.
1,35 m ceramic
LAV.
05.
1,35 m ceramic
WC
N
-1,35
-0,35 -0,15
±0,00 +0,25
+3,15
+3,615
+3,00 +3,195
+3,44
±0,00
+3,11
-0,02 +0,25
+3,46 +3,615
-0,02 +0,25
+2,13
+3,28 +3,44
-0,02 +0,25
+3,315
+3,46 +3,615
-0,02 +0,25
+3,46 +3,615
-0,02 +0,25
+3,28
-0,02 +0,25
+2,13
+3,46
+3,615
+0,25 A
A
B B
SECTION A-A SECTION B-B
3%
NORTHWEST FACADE
FLOOR PLAN
3%
SOUTHWEST FACADE
SOUTHEAST FACADE
3%
NORTHEAST FACADE
SO
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N N
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US Army Corps of Engineers
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OPERATIONS BUILDING PLAN (SCALE: 1:50)
SITE LAYOUT (SCALE: 1:500)
GENERAL NOTES
- Reinforced concrete quality: min. C30/37-XC2-24-F3-MSZ4798-1
- Reinforcement applicable standard B500B MSZ EN 10080
- Structural steel sections, plates, flates applicable standards S235 JR EN 10025
- Steel ladder applicable standard MSZ 15670 and OSHA 1910
Please see the 3.5. ARCHITECTURAL section in RFP document also.
.1
1.
1:
, 1 :5
LA
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F O
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AR
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BU
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EN
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FO
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P
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.1 2.
Conceptual drawing. Provided for planning purposes only.
T
EN
DE
R
DE
SI
G N
FO
R
RF
P
FI
NA
LI
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D
.0 3.
CAUTION: This drawing conceptual design only . Provided for reference purposes only !
.0
4.
.0
4.
AR
RA
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EM
EN
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.0
4.
7, 2, 4, 2, 1,75 5
2,26
1,38 5 cc a.
cc a.
1, 5,80
5,40
7, 1,20
90°
90°
90°
90° galvanized steel bracket to raise a portable ladder existing road new reinfoced concrete splinter protection wall existing pit cover existing cathode protection existing outdoor container existing inspection pit existing incoming fuel pipeline (horizontal section) existing incoming fuel pipeline (vertical section) existing incoming fuel pipeline (vertical section) existing 40x40x5 cm concrete tiles concrete tiles have to be demolished and removed (landscaping is required) edge of strip foundation moved and recycled concrete tiles moved and recycled concrete tiles splinter protected steel door without insulation moved and recycled or new concrete tiles
N
Existing storage tank
Existing storage tank
Existing road/paving
Incoming pipeline Existing inspection pit
Existing outdoor container Existing cathode protection
New fuel storage tank (1.900.000 or 2.500.000 l)
New splinter protection wall
SITE "B"
gr ee n ar ea
-1,30 -0,30
+2,695
+2,75
40 5,20 40
5,80
±0,00
+2,87
+2,925
20 5,40 20
2, 50 2, ±0,00 fa ca de w al l:
c m re in fo rc ed c on cr et e w al l w ith ou t p ai nt in g
20 cm reinforced concrete slab with 3% slope and rainwaterproofing certified security point (protection against falling) metal sheet ledge existing incoming fuel pipeline (vertical section)
Gutter galvanized steel bracket to raise a portable ladder3%
STEEL BRACKET
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
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IG
N
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B
Y:
D
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C R
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AR
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FI
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BE
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BM
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D B
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PL
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SC
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IS
SU
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D
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D
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C R
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N O
SHEET ID
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US Army Corps of Engineers
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T H
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.1 2.
SITE LAYOUT (SCALE: 1:500)
GENERAL
NOTES
- Reinforced concrete quality: min. C30/37-XC2-24-F3-MSZ4798-1
- Reinforcement applicable standard B500B MSZ EN 10080
- Structural steel sections, plates, flates applicable standards S235 JR EN 10025
INCOMING PIPELINE PROTECTION WALL (SCALE: 1:100)
SECTION
(SCALE:
1:100)
M O
DI
FI
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T
EN
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DE
SI
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FO
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P
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.1
2.
Please see the 3.4.5. Incoming Supply Pipeline Modifications section in RFP document also.
CAUTION: This drawing conceptual design only . Provided for reference purposes only !
M O
DI
FI
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T
EN
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.0
4.
EXCIPIENT STORAGE
03.
ADDITIVE AND
TESTING
01.
15,30 m ceramic
ADMINISTRATION/
02.
SAMPLE STORAGE
05.
WC
N
7.80
0.20 0.20 7.00 0.20 0.20
0.20 3.10 0.20 3.70 0.20
0.20 3.30 0.20 1.70 0.10 0.900.10 0.900.20 0.20
1.60
2.35
0.20 7.00 0.20
A A
B B
20 cm reinforced concrete wall pavement around the building hollow metal door and frame with insulation, panic handle (splinter proof design) pair hollow metal doors and frame with insulation, panic handles (splinter proof design)
10 cm non-load partition brick wall facade wall:
20 cm reinforced concrete wall with 20 cm heating insulation h o l l o w m e t a l d o o r a n d f r a m e w i t h i n s u l a t i o n p a n i c h a n d l e s p l i n t e r p r o t e c t i o n d e s i g n
Gutter
FLOOR PLAN
04.
Lav
1,5m
1,5m
1,5m m m m m m m
1,5m
1,5m
Ex
Ex
Ex
Ex
ExEx
Surface mounted LED luminaire 1x55W IP66
Ex
Surface mounted LED luminaire 1x55W Ex proof
Surface mounted LED downlight 1x20 W IP20 wall mounted LED luminaire 1x20 W IP65
Distributor panel
1,5m
Ex
2P wall mounted switch IP54
1P wall mounted switch IP23
2P wall mounted switch Ex
2P+PE wall mounted socket
Ex
2P+PE wall mounted socket
Ex
Installation level
Informatic socket
Motion detector
REMARK
g a l v a n i z e d s t e e l b r a c k e t t o r a i s e a p o r t a b l e l a d d e r
Conceptual design only and for reference only
S O
L I C
I T
A T
I O
N
N
O
F I L E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
F I
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
C T
O
SHEET ID
D A
T E
A P
P R
US Army Corps of Engineers
T E
B O
D I
H
N
G A
R Y
K
F T
B U
D A
P E
S T
H
B I K
S Z
Á D
I
U
A
U S
A
R M
Y
C
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P S
E
N G
I N
E E
R S
W I E
S B
A D
G
R
M A
N Y
E U
R O
P E
K E
C S
K E
M É
T
A
B
S
E
P O
L
I N
C R
E A
O
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P
A C
I T
Y
E-101
G E
N E
R A
L
E
L E
C T
R I C
P
D r a f t f o r
C o m m e n t s
R e v
O
E r n ő f y
E P
O L O
P E
R A
T I O
N S
B
U I L D
I N
G
L i g h t i n g
O
E r n ő f y
P O
L
O
P E
R A
T I O
I L D
I N
G
L I G
H T
I N
G
F i n a l
R
F P
R e v
N
1.60
2.35
A A
B
20 cm reinforced concrete wall
10 cm non-load partition brick wall g a l v a n i z e d s t e e l b r a c k e t
Gutter
FLOOR PLAN
04.
Lav
1,5m grounding frame under the ground -1 m
DN 10 hot dip galvanized wire
Grounding rod DN20x2m
Grounding rod DN20x2m
-1,35
-0,35
-0,15
±0,00
+0,25
+3,15
+3,61
+3,00
+3,19
+3,44
0.40
0.16 0.20 5.00
5.20
0.10 0.10
5.00
0.10
0.20 0.20 4.80 0.20 0.20
Gutter
HVAC and electrical zone
20 cm reinforced concrete slab with 3% slope and rainwaterproofing and insulation metal sheet ledge galvanized steel bracket to raise a portable ladder
SECTION A-A
3%
L i g h t n i n g d o w n c o n d u c t o r
G r o u n d i n g r o d
D
N x m
Conceptual design only and for reference only
EXCIPIENT STORAGE
03.
ADDITIVE AND
TESTING
01.
15,30 m ceramic
ADMINISTRATION/
02.
SAMPLE STORAGE
05.
WC
certified security point
(protection against falling)
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET ID
D A
T E
A P
P R
US Army Corps of Engineers
T E
B O
D
N
G A
T
B U
D A
P E
S T
H
B I K
S Z
Á D
I
U
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
W I E
S B
A D
R
M A
N Y
E U
R O
P E
K E
C S
K E
M É
T
A
S
E
P O
L
I N
C R
E A
O
R A
P
A C
I T
Y
E-102
G E
N E
R A
L
E
L E
C T
R I C
P
D r a f t f o r
C o m m e n t s
R e v
O
E r n ő f y
E P
O L O
P E
R A
T I O
N S
B
U I L D
I N
G
L i g h t n i n g
O
E r n ő f y
P O
L
O
P E
R A
T I O
I L D
I N
G
L I G
H T
I N
G
F i n a l
R
F P
R e v
Garden curb
Low curb
Asphalt pavement demolish
Concrete pavement demolish
Concrete pavement constrution
Asphalt pavement construction
LEGEND
Road edge
Sidewalk constrution
Conceptual design only and for reference only
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X b e t o n r a k o d ó r á m p a b e t o n l a p b e t o n l a p f á s b z ó t o s f z ó t o s a s z f a l t f ü v e s f ü v e s aszfa lt m a k a d á m
X
X
X
X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s f ü v e s e r d ő e r d ő e r d ő b e t o n b e t o n b e t o n b e t o n j á r d a d í s z k ő j r d a a s z f a l t a s z f a l t a s z f a l t a s z f a l t t ü z i v í z t r o z ó f a c s o p o r t e r d ő
N w p e r a t i o n u i l d i n g
C o n c r e a c c e d w i h r k i g a c e s
S i d e w a l k f r d e s t r i c c e s s
S t o r a n k
L a d d e r
V e n t i l o u t l e t
V e n t i l i n l e t
L i g h t n i r e s t o r
D i s t r i b u t o r
L a l e
N
Y
Y
J x m m
LEGEND:
Lightning arrestor, Ø2"x6500mmhot dop galvanized steel rod fixed to the flame arrester
Grounding rod
Ø20x3000mm hot dip galvanized grounding wire DN10 galv.steel, -1m
Lamp pole 4.5m with reflector 1x70W
Local distributor panel with 16A/3P+N+PE/16A
1P+N+PE socket, RCD relay 30mA, 2P-16A switch , Ex
Cable NYY-J 5x6mm2
P:\HUT00319_00_B&V_AIR_BASE_POL\04_PROJECT\DESIGN VALIDATION\00_DWG\02_ELECTRICAL\2022.09.14._NEW_DWG\DWG\E103_104_ST5_ST6_STORAGE_TANK_LIGHTNING_PROTECTION_AND_POWER_SUPPLY.DWG
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K A
P P
R
D A
T E
F I L
E
N
U M
B E
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SHEET ID
D A
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US Army Corps of Engineers
T E
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E-103
R F
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D r a f t f o r
C o m m e n t s
R e v
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K i e f e r
E S
T S
T O
R A
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T
A N
K L I G
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N I N
G P
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A N
D
P
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P
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G E
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R A
L
E
L E
C T
R I C
Garden curb
Low curb
Asphalt pavement demolish
Concrete pavement demolish
Concrete pavement constrution
Asphalt pavement construction
LEGEND
Road edge
Sidewalk constrution
Conceptual design only and for reference only a s z f a l t b j betonárok beton
X X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X
X X X X X X X
X X
X
X
X
X X
X
X X
X
X
X
X
X
XXXXXXXXXXXX
X
X X
X X
X X
X X
X
XXXXXXXXXXX
XX
füves f ü v e s b e t o n f a l e r d ő f z ó t o s f z ó t o s f ü v e s aszfalt aszfalt b e t o n b e t o n f ü v e s beton s z i v a t t y ú s z i v a t t y ú b e t o n f ü v e s f ü v e s beton
XXXXXX
XX
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X
X füves
X f ü v e s l ö v é s z á r o k f e g y v ö l t ő ü r í t ő je la d ó v z e t é k je la z e t é k je la z e t é k je la z e t é k je la z e t é k je la z e t é k á r o k f ü v e s a s z f a l t b e t o n f o l y ó k a x x t ü z i v r o z ó ü z e m a n y r o l ó ü z e m a n y r o l ó á r o k á r o k beton beton a s z f a l t a s z f a l t k o n té n e r konténer k o n té n e r konténer konténer k o n t é n e r k o n t é n e r k o n t é n e r t a r t á l y t ü z i v r o z ó a s z f a l t x x x x x x x x
X
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X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X f ü v e s f ü v e s t ü z i v r o z ó t ü z i v r o z ó b e t o n b e t o n f ü v e s f ü v e s á r o k á r o k folyóka folyóka aszfa lt f ü v e s f ü v e s b e t o n b e t o n f ü v e s f ü v e s
X
X
X t ö r e d e z e z f a l t
5,59
5,46
Storage tank
Asphalt road
Reconstruction of the concrete pavement
(existing road)
Reconstruction of the concrete pavement
(existing road)
Replace existing gate
E
S
N
W
L a d d e r
V e n t i l o u t l e t
V e n t i l i n l e t
L a l e
N Y
Y J x m m
L i g h t n i r e s t o r
D i s t r i b u t o r
LEGEND:
Lightning arrestor, Ø2"x6500mmhot dop galvanized steel rod fixed to the flame arrester
Grounding rod
Ø20x3000mm hot dip galvanized grounding wire DN10 galv.steel, -1m
Lamp pole 4.5m with reflector 1x70W
Local distributor panel with 16A/3P+N+PE/16A
1P+N+PE socket, RCD relay 30mA, 2P-16A switch Ex , Cable NYY-J 5x6mm2
P:\HUT00319_00_B&V_AIR_BASE_POL\04_PROJECT\DESIGN VALIDATION\00_DWG\02_ELECTRICAL\2022.09.14._NEW_DWG\DWG\E103_104_ST5_ST6_STORAGE_TANK_LIGHTNING_PROTECTION_AND_POWER_SUPPLY.DWG
S O
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US Army Corps of Engineers
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T E
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US Army Corps of Engineers
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RAILCAR
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STANDS
C O
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P . R
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TLS 1
FUEL SUPPLY
PIPELINE
NOTES:
1. THE BLOCK FLOW DIAGRAM PROVIDES GENERAL OVERVIEW OF PRIMARY
PROCESS
TLS 2
RLP
RUP 6
RUP 5
RUP 4
RUP 3
RUP 2
RUP 1
DP1
VALVE ASSEMBLY
PIT
MANIFOLD PUMP & FILTER STATION
SITE A
R
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Conceptual design only and for reference only
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P . R
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TLS 3
FUEL SUPPLY
PIPELINE
NOTES:
1. THE BLOCK FLOW DIAGRAM PROVIDES GENERAL OVERVIEW OF PRIMARY
PROCESS
TLS 4
MANIFOLD PUMP & FILTER STATION
SITE B
P . R
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1 2 3 4 5
HEADER NO.3 DN200
FUEL PIPELINE
CF 1
BV 150GV 150
HEADER NO.2 DN200
BV 150
BV 150
FSR No. 1
PSV 25
BV 25 HOSE CONNECTION
IG 25
IG 50
CF 2
DPI PI
BV 150
PIPI
FSR No. 5
PSV 25
BV 25 HOSE CONNECTION
IG 25
IG 50
BV 150 BV 150 CVTF 150
FS
P 1
BV 150
FSR No. 2
PSV 25
BV 25 HOSE CONNECTION
IG 25
IG 50
CF 2
DPI PI
BV 150
PIPI
BV 150 BV 150 CVTF 150
FS
P 2
BV 150
HEADER NO.1 DN300
BV 25
BV 25
DN 200 FROM ST2 CS FUEL RETURN
GV 200
DN 200 FROM ST1 CS FUEL RETURN
GV 200
DN 200 FROM ST5 CS FUEL RETURN
5-GV200-05
BV 150
BCVF 150
QVDF 150BV 150
QVDF 150BV 150
200x150
Turbine Flow Meter
100x200 DN100 Unite
Q = 30-300 m3/h
10D10D
200x100
BV 25
BV 25
QVDF 150 BV 150
GV 150
BV 150
DPI
PI
GV 150 GV 150 5-GV150-01
DN 150 TO ST2 CS FUEL SUPPLY
DN 150 TO ST1 CS FUEL SUPPLY
DN 150 TO ST5 CS FUEL SUPPLY
BV 25
BV 150
GV 150
BV 150
10 m3 DRAIN TANK
BV 50
HEADER NO.4 DN300
PT
TT
DN25
BV 15BV 20
PT
Additives dosing unit
200x150
CI/CL storage FSII storage 60 lit 600 lit
GV 150
GV 150
10 m3 DRAIN TANK
BV 25
25x50
DN 25
DN 25
DN 50
25x50
BV 25
BV 25
BV 25
GV 200
GV 150HLV 150GV 150
LSA
HH
DN 150 TO ST1 CS
DN 200 FROM ST1 CS
DN 50 FROM ST1 SS DRAIN
DN 32 FROM SUMP SS DRAIN
HP
XA
ST1 1250 m3
BV 25
GV 200
GV 150HLV 150GV 150
LSA
HH
DN 150 TO ST2 CS
DN 200 FROM ST2 CS
DN 50 FROM ST2 SS DRAIN
DN 32 FROM SUMP SS DRAIN
HP
XA
ST2 1250 m3
5-BV50-03
5-GV200-04
5-GV150-035-HLV150-015-GV150-02
LSA H, HH
DN 150 TO ST5 CS
DN 200 FROM ST5 CS
DN 50 FROM ST5 SS DRAIN
DN 32 FROM SUMP SS DRAIN
HP-5-1
XA
ST5 1900 m3 (ST5 2500 m3)
BV 50
BV 50
5-BV50-02
BV 32
BV 50
P
CV 50
BV 50
CV 50
DN50 SS
GV 100
GV 100
BV 150 CV 50
BV 150
BV 25
BV 25
AE AA
DN 80 5-BV80-01
BV 80 CVP 80 BV 80
PI
CC FIRE
5-1
5-2
5-5 5-6
NT
NT
NT
CONTROL ROOM PLC
AE AA
CC FIRE
CONTROL ROOM PLC
AE AA
CC FIRE
CONTROL ROOM PLC
DN150 CS
BV 50
DN 50 FROM ST5 SS DRAIN
DN 50 FROM ST1 SS DRAIN
DN 50 FROM ST2 SS DRAIN
C 100
DN100 CS
BV 100
PRV
SPR 80 BV 80
CV 100
PRV
PT 80 80x100 TLV 100
FQ
FQ
BV 100 100x150
BV 50
BV 25
PRV
BV 50
BV 50 CV 50
C 100 BV 100
PRV
SPR 80 BV 80
CV 100
PRV
FQ
BV 100 100x150
BV 50
BV 25
PRV
BV 50
BV 50 CV 50
PIPI
PT 80 80x100 TLV 100
PIPI
AA
FIRE
AA
FIRE
MBV 150 CV 80150x80 80x150
PI
PT TIT
BV 25
IF 150
DN50 SS
DN50 SS
DN100 CS
DN150 CS
DN50 SS
FO
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G Y.
B
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MPFS MECHANICAL ROOM SITE A
TLS 2
TLS 1
FUEL RECEIPT
ST2 FUEL STORAGE TANK
ST1 FUEL STORAGE TANK
ST5 FUEL STORAGE TANK
SDD SDD
PI TI
5-3 5-4
PI
5-7
PI
5-8
PI
5-9
PI
5-10
LG
5-11
SDD
SDD SDD
PI TIPI
PI
PI
PI
LG
SDD
VC VC VC
VC VC VC
SDD SDD
PI TIPI
PI
PI
PI
LG
SDD
VC VC VC
LEGEND
BALL VALVEBV
GATE VALVEGV
CHECK VALVECV
PUMP START VALVE WITH FLOW CONTROLCVTF
PRESSURE CONTROL VALVECVP
FLOW METER
FILTER/SEPARATOR
FQ
FSR
HLV
HP
IG
P
PI
HIGH LEVEL SHUT-OFF VALVE
HAND PUMP
INSPECTION GLASS
PUMP
PRESSURE GAUGE WITH STOPCOCK
PRV
PT
VC
SS
CS
PRESSURE RELIEF VALVE
PRESSURE TRANSMITTER
VENTING CAP
STAINLESS STEEL
CARBON STEEL
IJ INSULATING JOINT
QVFD
SDD
FILTER/SEPARATOR VALVE WITH DIFF.PRESSURE SHUT-OFF
SAFETY DEVICE AGAINST DETONATION; DRY TYPE
DPI DIFFERENTIAL PRESSURE INDICATOR
PAC PANTOGRAPH CONNECTION
FLOW SWITCHFS
IG INSPECTION GLASS
NT ROTARY MACHINE IN OPERATION SIGNAL
XA LEAKAGE DETECTION AND ALARM
NT ROTARY MACHINE IN OPERATION SIGNAL
AE VAPOR CONCENTRATION ANALYZATOR
AA FIRE ALARM
MPFS MANIFOLD PUMP FILTER STATION
R
R
LSA
L, LL5-12
R
FI
N
AL
R
FP
-0 2-
LSA LIQUID LEVEL SWITCH/ALARM
HH HIGH-HIGH LIQUID LEVEL
H HIGH LIQUID LEVEL
LL LOW-LOW LIQUID LEVEL
L LOW LIQUID LEVEL
XA LEAKAGE DETECTION - ALARM
D
ES
IG
N
R
EV
IE
W
C O
M M
EN
TS
-0
8-
R
BV 150 BV 150
BV 150
RAILCAR UNLOADING SYSTEM
DN150 CS
DP1 TIT TEMPERATURE INDICATOR AND
TRANSMITTER
EXISTING PIPELINE
NEW FUEL SUPPLY PIPELINE
NEW FUEL RETURN PIPELINE
NEW DRAIN PIPELINE
SUBSYSTEM BORDER
INSTRUMENTATION LINE
PNEUMATIC LINE
R
C O
M M
EN
TS
O N
L
EG
EN
D
-0
3-
Conceptual design only and for reference only
R
D O
U
BL
E- W
AL
LE
D P
IP
E
-0
8-
Indicated diameters on double-walled pipes apply to the inner carrier pipe dimensions
Buried double-walled pipe between concrete tank enclosure and existing concrete wall at piping tunnel or pump house.
C
IT
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N N
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FI
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C
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A
B
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AP
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FI
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PL
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IS
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SHEET ID
D
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AP
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US Army Corps of Engineers
BI
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IN
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9.
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A
1 2 3 4 5
HEADER NO.3 DN200
FUEL PIPELINE
CF 1
BV 150GV 150
HEADER NO.2 DN200
BV 150
BV 150
FSR No. 1
PSV 25
BV 25 HOSE CONNECTION
IG 25
IG 50
CF 2
DPI PI
BV 150
PIPI
FSR No. 5
PSV 25
BV 25 HOSE CONNECTION
IG 25
IG 50
BV 150 BV 150 CVTF 150
FS
P 1
BV 150
FSR No. 2
PSV 25
BV 25 HOSE CONNECTION
IG 25
IG 50
CF 2
DPI PI
BV 150
PIPI
BV 150 BV 150 CVTF 150
FS
P 2
BV 150
HEADER NO.1 DN300
BV 25
BV 25
DN 200 FROM ST4 CS FUEL RETURN
GV 200
DN 200 FROM ST3 CS FUEL RETURN
GV 200
DN 200 FROM ST5 CS FUEL RETURN
6-GV200-05
BV 150
BCVF 150
QVDF 150BV 150
QVDF 150BV 150
200x150
Turbine Flow Meter
100x200 DN100 Unite
Q = 30-300 m3/h
10D10D
200x100
BV 25
BV 25
QVDF 150 BV 150
GV 150
BV 150
DPI
PI
GV 150 GV 150 6-GV150-01
DN 150 TO ST4 CS FUEL SUPPLY
DN 150 TO ST3 CS FUEL SUPPLY
DN 150 TO ST5 CS FUEL SUPPLY
BV 25
BV 150
GV 150
BV 150
10 m3 DRAIN TANK
BV 50
HEADER NO.4 DN300
PT
TT
DN25
BV 15BV 20
PT
Additives dosing unit
200x150
CI/CL storage FSII storage 60 lit 600 lit
GV 150
GV 150
10 m3 DRAIN TANK
BV 25
25x50
DN 25
DN 25
DN 50
25x50
BV 25
BV 25
BV 25
GV 200
GV 150HLV 150GV 150
LSA
HH
DN 150 TO ST3 CS
DN 200 FROM ST3 CS
DN 50 FROM ST3 SS DRAIN
DN 32 FROM SUMP SS DRAIN
HP
XA
ST3 1250 m3
BV 25
GV 200
GV 150HLV 150GV 150
LSA
HH
DN 150 TO ST4 CS
DN 200 FROM ST4 CS
DN 50 FROM ST4 SS DRAIN
DN 32 FROM SUMP SS DRAIN
HP
XA
ST4 1250 m3
6-BV50-03
6-GV200-04
6-GV150-03
6-HLV150-016-GV150-02
DN 150 TO ST6 CS
DN 200 FROM ST6 CS
DN 50 FROM ST6 SS DRAIN
DN 32 FROM SUMP SS DRAIN
HP-6-1
SDD SDD
PI TIXA
ST6 1900 m3 (ST6 2500 m3)
BV 50
BV 50
6-BV50-02
BV 32
BV 50
P
CV 50
BV 50
CV 50
DN50 SS
GV 100
GV 100
BV 150 CV 50
BV 150
BV 25
BV 25
AE AA
DN 80 6-BV80-01
BV 80 CVP 80 BV 80
PI
CC FIRE
6-2 6-3 6-4
6-5 6-6
NT
NT
NT
CONTROL ROOM PLC
AE AA
CC FIRE
CONTROL ROOM PLC
AE AA
CC FIRE
CONTROL ROOM PLC
DN150 CS
BV 50
DN 50 FROM ST5 SS DRAIN
DN 50 FROM ST3 SS DRAIN
DN 50 FROM ST4 SS DRAIN
C 100
DN100 CS
BV 100
PRV
SPR 80 BV 80
CV 100
PRV
PAC 80 80x100 TLV 100
FQ
FQ
BV 100 100x150
BV 50
BV 25
PRV
BV 50
BV 50 CV 50
C 100 BV 100
PRV
SPR 80 BV 80
CV 100
PRV
FQ
BV 100 100x150
BV 50
BV 25
PRV
BV 50
BV 50 CV 50
PIPI
PAC 80 80x100 TLV 100
PIPI
AA
FIRE
AA
FIRE
MBV 150 CV 80150x80 80x150
PI
PT TIT
BV 25
IJ 150
DN50 SS
DN50 SS
DN100 CS
DN150 CS
DN50 SS
FO
R
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ST
O
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ER
'S A
PP
R
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L
-1 2-
G Y.
B
EL
IC
ZA
Y
P.
R
U
ZS
ATLS 4
TLS 3
FUEL RECEIPT
MPFS MECHANICAL ROOM SITE B
PI
6-7
PI
6-8
PI
6-9
PI
6-10
LG
6-11
SDD
SDD SDD
PI TIPI
PI
PI
PI
LG
SDD
SDD SDD
PI TIPI
PI
PI
PI
LG
SDD
BALL VALVEBV
GATE VALVEGV
CHECK VALVECV
PUMP START VALVE WITH FLOW CONTROLCVTF
PRESSURE CONTROL VALVECVP
FLOW METER
FILTER/SEPARATOR
FQ
FSR
HLV
HP
IG
P
PI
HIGH LEVEL SHUT-OFF VALVE
HAND PUMP
INSPECTION GLASS
PUMP
PRESSURE GAUGE WITH STOPCOCK
PRV
PT
VC
SS
CS
PRESSURE RELIEF VALVE
PRESSURE TRANSMITTER
VENTING CAP
STAINLESS STEEL
CARBON STEEL
VC VC VC
VC VC VC
VC VC VC
IJ INSULATING JOINT
QVFD
SDD
FILTER/SEPARATOR VALVE WITH DIFF.PRESSURE SHUT-OFF
SAFETY DEVICE AGAINST DETONATION; DRY TYPE
DPI DIFFERENTIAL PRESSURE INDICATOR
PAC PANTOGRAPH CONNECTION
FLOW SWITCHFS
IG INSPECTION GLASS
NT ROTARY MACHINE IN OPERATION SIGNAL
XA LEAKAGE DETECTION AND ALARM
NT ROTARY MACHINE IN OPERATION SIGNAL
AE VAPOR CONCENTRATION ANALYZATOR
AA FIRE ALARM
MPFS MANIFOLD PUMP FILTER STATION
ST6 STORAGE TANK
ST3 STORAGE TANK
ST4 STORAGE TANK
R
R
LSA LIQUID LEVEL SWITCH/ALARM
HH HIGH-HIGH LIQUID LEVEL
H HIGH LIQUID LEVEL
LL LOW-LOW LIQUID LEVEL
L LOW LIQUID LEVEL
XA LEAKAGE DETECTION - ALARM
LSA H, HH
6-1
LSA
L, LL6-12
R
D
ES
IG
N
R
EV
IE
W
C O
M M
EN
TS
-0
8-
R
FI
N
AL
R
FP
-0 2-
LEGEND
TIT TEMPERATURE INDICATOR AND
TRANSMITTER
EXISTING PIPELINE
NEW FUEL SUPPLY PIPELINE
NEW FUEL RETURN PIPELINE
NEW DRAIN PIPELINE
SUBSYSTEM BORDER
INSTRUMENTATION LINE
PNEUMATIC LINE
R
C O
M M
EN
TS
O N
L
EG
EN
D
-0
3-
R
D O
U
BL
E- W
AL
LE
D P
IP
E
-0
8-
Buried double-walled pipe between concrete tank enclosure and existing concrete wall at piping tunnel or pump house.
Indicated diameters on double-walled pipes apply to the inner carrier pipe dimensions
Revision Date
20-12-20170
ApprovedCheckedMadeDescription
Zs. TímárZs. Szabó
K. Pető Gy. Beliczay
2 27-03-2020
Site Location
P. RuzsaPressure class revision
POL fuel storage
HUT00065
PROCESS DATA FOR VALVES
RFP Draft P. Ruzsa
09-08-2019 Design review comments P. Ruzsa Gy. Beliczay
1 4
RevisionDocument No.
1 Zs. Szabó
M-120 2
Black & Veatch
Date
27-03-2020
Kecskemét Air Base
Client
Unit
Job No. OfSheet
General notes / Általános megjegyzések
1. Valve ID concept is according to the followings: 0-XX000-00, where 0: Storage tank ID, which the valve belongs to
(5 stands for ST5 and 6 for ST6); XX000 represents the type of valve and nominal diameter (e.g. BV150 stands for ball valve with nominal diameter of 150mm); 00: sequence number.
2. Revision 1 stands for: 5-HLV-01 and 6-HLV-01 "Service" description line no. 9 & 18.
3. Revision 2 stands for pressure class revision: PN6 to PN16
Of
HUT00065 M-120 2 27-03-2020 2 4
Job No. Document No. Revision Date Sheet
3 / 4 .
30 °C50000 80000 l/hIndoor location HOLD JP-8 jet fuel L 8000
6-HLV150-
High level shut down valve actuated via float operated pilot
M-111 Y HOLD 150 HOLD HOLD PN16 HOLD CS -5 20
-5 20 30 °CHOLD PN16 HOLD CS JP-8 jet fuelIndoor location HOLD
6-GV200-
Fuel return line connection to Header
No. 1
M-111 N HOLD 200 HOLD
20 30 °CPN16 HOLD CS Indoor location HOLD -5
6-GV200-
Fuel return line from ST6 M-111 N HOLD 200 HOLD HOLD
-5 20 30 °CIndoor location HOLD JP-8 jet fuel L 8000 50000150 HOLD HOLD PN16 HOLD CS
6-GV150-
Fuel supply line connection to ST6 -gate valve
M-111 N HOLD
20 30 °CHOLD HOLD PN16 HOLD CS -5Indoor location HOLD JP-8 jet fuel L
6-GV150-
Closing valve prior to HLV switch valve -gate valve
M-111 N HOLD 150
80000 l/h -5 20 30 °C150 HOLD HOLD PN16 HOLD CS Indoor location HOLD
6-GV150-
ST6 fuel supply line connection to
Header No. 2 - gate valve M-111 N HOLD JP-8 jet fuel L 8000 50000
20 30 °CHOLD SS -510 m3/h normally closed 6-BV50-03 ST6 connection to drain line - ball valve M-111 N HOLD 50 HOLD HOLD PN16
20 30 °CL 0
normally closed 10 m3/h -5PN16 HOLD SS
JP-8 jet fuel drain Indoor location HOLD6-BV50-02
ST6 drain line connection to main drain line - ball valve
M-111 N HOLD 50 HOLD HOLD
20 30 °CHOLD CS Indoor location HOLD -5JP-8 jet fuel L 0 normally closed
6-BV80-01
Fuel issue recirculation to storage tank lines - ball valve
M-111 N HOLD 80 HOLD HOLD PN16
l/h -5 20 30 °CHOLD JP-8 jet fuel L 8000 50000 80000150 HOLD HOLD PN16 HOLD CS
5-HLV150-
High level shut down valve actuated via float operated pilot
M-110 Y HOLD
20 30 °CPN16 HOLD CS -5120 120 m3/hIndoor location HOLD JP-8 jet fuel
5-GV200-
Fuel return line connection to Header
No. 1
M-110 N HOLD 200 HOLD HOLD
°C12 m3/h -5 20 30120 120HOLD HOLD PN16 Indoor location HOLD JP-8 jet fuelHOLD CS
5-GV200-
Fuel return line from ST5 M-110 N HOLD 200
30 °C8000 50000 80000 l/h -5 20
5-GV150-
Fuel supply line connection to ST5 -gate valve
M-110 N HOLD 150 HOLD HOLD PN16
-5 20 30 °CHOLD PN16 HOLD CS Indoor location l/h8000HOLD 50000 80000 Closing valve prior to HLV switch valve -gate valve
M-110 N HOLD 150 HOLD
30 °C8000 50000 80000 l/h -5 20HOLD CS Indoor location HOLD JP-8 jet fuel L
5-GV150-
ST5 fuel supply line connection to
Header No. 2 - gate valve
M-110 N HOLD 150 HOLD HOLD PN16
10 m3/h -5 20 30 °CIndoor location HOLD JP-8 jet fuel drain L 0 normally closed 50 HOLD HOLD PN16 HOLD SS5-BV50-03 ST5 connection to drain line - ball valve M-110 N HOLD
-5 20 30 °C JP-8 jet fuel drain L 0 normally closed 10 m3/hHOLD PN16 HOLD SS Indoor location HOLD5-BV50-02
ST5 drain line connection to main drain line - ball valve
M-110 N HOLD 50 HOLD
20 30 °CL 0
normally closed 120 m3/h -5HOLD JP-8 jet fuelN HOLD 80 HOLD HOLD
PROCESS DATA FOR VALVES
Client:
POL fuel storage
Location:
N o
Tag No.
M e m b e r o f
S
IS
Line / equip.
No.
L in e s iz e mm
Service
PID
No.
L in e s c h e d u le
L in e I
D
C o n n e c t.
R a ti n g
P ip e C la s s
E n v ir o n m e n ta l c o n d it io n
M a te ri a l
Material Flow
Min. Normal Max. Unit
Kecskemét Air Base
H a z a rd
Z o n e
Min Norm Max Unit
Inlet temperature
27-03-2020
1/2
HUT00065
M-120
Job No.
Doc. No.
Revision
Date
Sheet
Unit:
5-BV80-01
Fuel issue recirculation to storage tank lines - ball valve M-110
5-GV150-
JP-8 jet fuel
PN16 HOLD CS Indoor location
HOLD
Black & Veatch
L
CS Indoor location HOLD JP-8 jet fuel L
Fluid name
P h a s e
L
L
120 m3/h
Indoor location HOLD JP-8 jet fuel drain L 0
Indoor location
8000 50000 80000 l/h
JP-8 jet fuel L 12 120
80000 l/h
L 12 120
120 m3/h
120 m3/h
4 / 4 .
6-HLV150-
6-GV200-
6-GV200-
6-GV150-
6-GV150-
6-GV150-
6-BV50-03
6-BV50-02
6-BV80-01
5-HLV150-
5-GV200-
5-GV200-
5-GV150-
5-GV150-
5-BV50-03
5-BV50-02
N o
Tag No.
5-BV80-01
5-GV150-
HOLD 6n.a. n.a. n.a. bar Diaphragm
CLOS
E
HOLD
0,775 -
0,840 g/cm3 8 mm2/s
@ -20°C n.a. n.a.1 1 - 2 2 barg HOLD HOLD n.a. n.a. n.a.n.a. bar Gate valve n.a.HOLD °CHOLD8 mm2/s
@ -20°C n.a. n.a. HOLD manual valve n.a. n.a. 6 barhydrostatic n.a. HOLD HOLD
0,775 -
0,841 g/cm4hydrostatic hydrostatic n.a. n.a. n.a.HOLD 6 bar n.a. HOLD manual valve mm2/s
@ -20°C n.a. n.a. n.a. n.a. Gate valveHOLD °C n.a. barn.a. HOLD HOLD
0,775 -
0,840 g/cm3 8hydrostatic hydrostatic hydrostatic n.a. n.a.6 bar HOLD n.a. bar Gate valve8 mm2/s
@ -20°C n.a. n.a. n.a. n.a.2 barg HOLD HOLD
0,775 -
0,840 g/cm31 1 - 2 mm2/s
@ -20°C 8 n.a. n.a. n.a. n.a. °Cbarg HOLD HOLD
0,775 -
0,840 g/cm31 1 - 2 2
HOLD
manual valve n.a. n.a. n.a.Gate valve n.a.n.a. n.a. 6 bar HOLD °CHOLD
0,775 -
0,840 g/cm3 8 mm2/s
@ -20°C n.a. n.a.1 1 - 2 2 barg HOLD HOLD n.a. n.a.
mm2/s
@ -20°C n.a. n.a. n.a.6 bar HOLD °CHOLDn.a. HOLD HOLD
0,775 -
1,000 g/cm3 8hydrostatic hydrostatic hydrostatic n.a.Ball valve n.a. HOLD manual valve n.a. n.a.
mm2/s
@ -20°C n.a. n.a. n.a. n.a. 6n.a. HOLD HOLD
0,775 -
1,000 g/cm3 8hydrostatic hydrostatic hydrostatic n.a. n.a.
mm2/s
@ -20°C n.a. n.a. n.a. n.a. Ball valveHOLD °C n.a. barbarg HOLD HOLD
0,775-
0.840 g/cm3 80 1 - 2 2 n.a.bar Diaphragm
CLOS
E HOLD n.a. n.a.n.a. HOLD 6 bar HOLD n.a.g/cm3 8 mm2/s
@ -20°C n.a. n.a. n.a.1 - 2 2 barg HOLD HOLD
0,775 -
0,840 mm2/s
@ -20°C 8 n.a. n.a. n.a. n.a. °Cn.a. HOLD HOLD
0,775 -
0,841 g/cm4hydrostatic hydrostatic hydrostatic manual valve n.a. n.a. n.a.°C Gate valven.a. bar n.a. HOLDn.a. n.a. HOLD 6 bar HOLD
0,775 -
0,840 g/cm3 8 mm2/s
@ -20°C n.a. n.a.hydrostatic hydrostatic n.a. HOLD HOLDhydrostatic n.a.n.a.HOLD °C bar Gate valve n.a.n.a. n.a. n.a. n.a. HOLD 6HOLD HOLD 0,775 -
0,840 g/cm3 8 mm2/s
@ -20°C 1 1 - 2 2 barg n.a.8 mm2/s
@ -20°C n.a. n.a. barHOLDn.a. n.a. n.a. HOLD2 barg HOLD HOLD
0,775 -
0,840 g/cm31 1 - 2 n.a. HOLD manual valve n.a. n.a. n.a.bar HOLD °C n.a. bar Gate valven.a. n.a. n.a. n.a. HOLD 6HOLD HOLD
0,775 -
0,840 g/cm3 8 mm2/s
@ -20°C 1 1 - 2 2 barg n.a.Ball valve n.a.
0,775 -
1,000 g/cm3 8 mm2/s
@ -20°C n.a.n.a. n.a. HOLD HOLD manual valve n.a.n.a. bar°Cn.a. n.a.hydrostatic hydrostatic hydrostatic n.a. HOLD HOLD n.a.Ball valve n.a. HOLD manual valve n.a.n.a. HOLD 6 °C n.a. bar8 mm2/s
@ -20°C n.a. n.a. n.a. n.a.hydrostatic n.a. HOLD HOLD
0,775 -
1,000 g/cm3hydrostatic hydrostatic
°Cbarg HOLD HOLD 0,775-
0.840 g/cm3 80 1 - 2 2
Job No. HUT00065
Doc. No. M-120
Client: Black & Veatch Revision 2
PROCESS DATA FOR VALVES
27-03-2020
Location: Kecskemét Air Base Sheet 2/2
Unit:
Unit Value
Inlet pressure
At min
Flow
At norm
Flow
At max
Flow Unit Value Unit Value Unit
For vapor
Density Viscosity Mol. Weight
C o m p re s s
C p
C v
Valve type
F a il u re p o s it io n
L e a k a g e C la s s
Value Unit
POL fuel storage Date
Unit
Design pressure Design Temp.
Value Unit sec
S tr o k in g t im e
Heat tracing
For liquids
Corrosive / erosive comp.
Type
Max. shut-off press.
n.a. HOLD 6 bar n.a.n.a. n.a.6 bar HOLD °C n.a. n.a.n.a. bar Gate valve n.a.
n.a. HOLD n.a.
n.a.
manual valve manual valve
HOLD 6 bar HOLD HOLD
°CHOLD
n.a.n.a. n.a.bar Ball valve n.a. HOLD manual valve bar
HOLD 6 bar
HOLD bar HOLD °C n.a. bar n.a.n.a. bar Gate valve n.a.
n.a.
n.a. HOLD manual valve n.a.
n.a.
manual valve
HOLD 6 bar HOLD HOLD
°C n.a.
manual valve n.a. n.a.Gate valve n.a.
n.a. HOLD manual valve n.a.
6 bar °C HOLD bar
Ball valve n.a.
6 bar HOLD n.a. n.a. n.a.n.a. bar bar HOLD
HOLD
manual valve
HOLD
mm2/s
@ -20°C n.a. n.a. n.a.
Max. allow.
press. Drop
Value Unit Value Unit Value
← 2 %
1:2
5 % → ← 5 %
← 1 % 1 % →
ANNULAR SPACE
STEEL LADDER
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
AP
PR
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
PL
O
T
SC
AL
E:
IS
SU
E D
AT
E:
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
C O
N
TR
AC
T
N O
SHEET ID
D
AT
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AP
PR
US Army Corps of Engineers
TE
BO
D
IN
H U
N G
AR
Y
KF
T.
BU
D
AP
ES
T H
-1
LO
M
B U
TC
A
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U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
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R S
W
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SB
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G
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M
AN
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EU
R
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A1
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8.
.0
8.
KE
C
SK
EM
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A
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B
AS
E
AS
SE
M
BL
Y D
R
AW
IN
G
F O
R T
EN
D
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PO
L
- I N
C R
EA
SE
S
TO
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AG
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AP
AC
IT
Y
M-200
.1
0.
ST
5, S T6 m
3 S to ra ge
T an k 1:
ZS
IG
M O
N D
S
ZA
BÓ
AS
SE
M
BL
Y
DR
AW
IN
G F
O R
DE
SI
G N
CH
AR
ET
TE
M
-2
A ss em bl y r0
LIGHTING ROD
FLAME ARRESTER
VENTILATION OUTLET
VENTILATION INLET
EARTHING
EARTHING
TANK STAIRS
LEAKAGE CONTROL PIT
.1
2.
AS
SE
M
BL
Y
DR
AW
IN
G F
O R
AP
PR
O
VA
L
TANK STAIRS
MANUAL ACTUATOR
CONCRETE BASE SLAB
(B
ID
O
PT
IO
N
LADDER
LADDER
PLATFORM
PLATFORM
VENTILATION OUTLET
VENTILATION INLET
SUMP
BOTTOM
ROOF
LUG
TOP OF BERM
CONCRETE WALL RING
STEEL PIPE SUPPORT
(10 PCS.)
STEEL PIPE SUPPORT
(4 PCS.)
DE
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Conceptual design only and for reference only
ST
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DO
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← 2 % 5 % → ← 5 %
← 1 % 1 % →
STEEL LADDER
ANNULAR SPACE
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US Army Corps of Engineers
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LIGHTING ROD
FLAME ARRESTER
VENTILATION OUTLET
VENTILATION INLET
LEAKAGE CONTROL PIT
TANK STAIRS
MANUAL ACTUATOR
CONCRETE WALL RING
CONCRETE BASE SLAB
STEEL PIPE SUPPORT
(10 PCS.)
TANK STAIRS
LADDER
PLATFORM
LADDER
PLATFORM
VENTILATION OUTLET
VENTILATION INLET
EARTHING
EARTHING
SUMP
BOTTOM
ROOF
LUG
TOP OF BERM
(B
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.0
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Conceptual design only and for reference only
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.0
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DO
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Double-walled pipes
Rev./ Revision
Projektszám / Oldal / Page Project No.
huT00013.00
Dátum / Date
2 06.08.2019.
Design review comments Zsigmond Szabó Péter Ruzsa Károly Pető
1 15.12.2017. For approval Zsigmond Szabó Péter Ruzsa Zsolt Tímár
0 20.12.2017. For approval Zsigmond Szabó Péter Ruzsa Zsolt Tímár Rev Dátum / Date Megnev./ Denom. Készítette/Prepared by Ellenőrizte/Checked by Jóváh./App. by
BID OPTION
2500 m ST5, ST6 jelű Tárolótartály /
2500 m ST5, ST6 Tank
Projekt megnevezése / Project Denomination
Kecskemét Air Base, POL, Increase Storage Capacity
Megrendelő / Client Dokumentum azonosító / Document Number
M-210 US Army
Corps of Engineers
Mechanikai Adatlap
Tank
Mechanical Data Sheet
1 / 5
Tárolótartály
Megnevezés / Denomination
Mechanical Datasheet for Tank
Tárolótartály Mechanikai Adatlap 06.08.2019.
M-210_Tank_MDS_2500_r2.xlsx
Projekt megnevezése / Project Denomination Rev.
Kecskemét Air Base, POL, Increase Storage Capacity 2 álló
Vertical fekvő horizont.
beltér indoor
Acél szerk.
Steel structure kültér outdoor
Betonalap
Conc. foundation
Blokk megnevezés / Block Denomination Dátum / Date
Tárolótartály Mechanikai Adatlap / Mechanical Datasheet for Tank 06.08.2019.
Proj.szám/No.: Megrendelő / Client Dokumentum azonosító / Document Number Oldal / Page huT00013.00 US Army Corps of Engineers M-210 2 / 5
3 Darabszám
No Required 1+1 = 2
Típus:
Type:4
1 Készülékjel
Item No.
ST5, ST6
Megnevezés
Designation 2500 m3 ST5, ST6 jelű Tárolótartály / 2500 m3 ST5, ST6 Tank Rev.
with fixed roof
Beépítés helye:
Site:
Kecskemét, Air Base
Szabályzat
Legal Code
AW 078-24-33, AC-
4N(2017)0002 (INV),
API 650, MSZ 9910,
1/2016. (I.5.), 54/2014 (XII.5.)
decree
5 Elhelyezés
Orientation
Telepítés
Location
Engedélyezés
Authorization8
Tervezési előírás
Design Code
AW 078-24-33, AC-
4N(2017)0002 (INV),
API 650, MSZ 9910,
1/2016. (I.5.), 54/2014 (XII.5.)
decree
Ministry of Defense
TECHNOLÓGIAI ADATOK
PROCESS CONDITIONS
Üres tömeg
Empty weight kg ~80 000
Üzemi tömeg
Operating w.
kg ~2 180 000
Méret (ID x H)
Dimension 22 000 x 7 320
Gyártási töm.
Fabricated w.
kg ~80 000
Ny.pr.tömeg
Hydrotest w.
kg ~2 580 000
Üzemi nyomás
Operating pressure bar abs atmospherical
Közeg megnevezése
Fluid name JET-A1 Jet fuel
13 Térfogat
Volume névl./hasznos/teljes nom. / net / full m
3 2 7852 500 / 2 501 /
Korrózív vegyületek
Corrosive compaunds no
TERVEZÉSI ADATOK
DESIGN CONDITIONS
Üzemi hőmérséklet
Operating temperature °C ambient
Párnagáz & nyomás
Blanket gas & pressure mbarg no
Min. tervezési fém hőmérséklet
Min. design metal temperature °C -20
Tervezési hőmérséklet
Design temperature
Tervezési nyomás
Design pressure mbar -5...+20
Tervezési eset
Design case
Normál
Normal
Feltöltés sebessége:
Inlet flow rate:
Ürítés sebessége:
Outlet flow rate:
m /h m /h max. 80 max. 264°C -20 / +80
Sűrűség t max / t min
Density t max / t min kg/m
3 775 - 840
Próbanyomás (vízsz./függ.)
Test pressure (horizontal / vertical) barg JET-A1 Jet fuel
Varrattényező
Joint efficiency
- 1
Köpeny
Shell
Fenék
Bottom
Korr.pótlék / Plattir
Corr. allow. /Cladding 1mm
Tető
Roof
Belső részek
Internal parts
Acélszerkezet
Steel structure igen/yes nem/no
Különleges követelm.
Special services igen/yes nem/no amin / amine klorid / chloride mérgező lethal igen/yes nem/no igen/yes nem/no
Közeg/techn.miatt by process req.
igen/yes nem/no
Előírás miatt
By code req.
Részleges
Partial str.r.req.
BIZONYLATOK, VIZSGÁLATOK
CERTIFICATION, TESTING
Spec.
Átvilágítási vizsg.
Radiography Test (RT) Code
Code Egyéb:
Other:
Vizsgálati bizonyl.
Test certificates by Code
100%
Full Full Techn. Spec.:Techn. Spec.:
100%
Code
Anyagbizonylat
Material cert. By
Hegesztési bizonyl.
Welding certificates
Ultrahang vizsg.
Ultra sonic Test (UT) Code
H 2
HELYSZÍNI ADATOK
SITE CONDITIONS
Alapanyag max. keménysége max. hardness of base material
HB
Ütőmunka vizsgálat
Impact Test Code
Szélterhelés
Wind Design Code
Szeizmikus terhelés
Seismic Design Code
EuroCode 8, Part 1,4&6 (EN1998-1:2004 &
EN1998-4:2006 & EN1998-6:2005 )
Szél lökés (max.)
Wind velocity (max. gust.)
km/h -
Fontossági tényező
Importance factor 1,5
Csillapítási tényező
Damping factor
Terep típus
Terrain category
Talajtényező
Soil class C mm -
Hóterhelés
Snow Load kg/m
2 - Ref. gyorsulás
Reference accelerat. max.
Hőkez. szükséges
Str.reliev.required m/s 2 0,15g wet H 2 S kénhidrogén
Hóvastagság max.
Snow Cover thickness
Techn. Spec.
Állandó szélsebesség
Wind velocity (continuous) km/h -
Külső
Outside igen/yes nem/no
Alapozó / Primer - Közbenső / Intermediate - Fedő / Final
Test
Vessel
Vastagság
Thickness
Vastagság
Thickness mm -
Típus
Type
Helye
Location
Tető
Roof
Szigetelés
Insulating igen/yes nem/no
Típus
Type
HC
Lehorgonyzás
Fixing elektromos/electrical hőátadás/heat transf. fluid
Tűzvédelmi szigetelés
Fire proofing igen/yes nem/no csőkígyó kül./coil out.
csőkígyó bel./coil ins.
félcső/half pipe duplikatura/jacket
Kialakítás
Type of construc.
Köpeny átmérő
Diameter of shell mm külső / O.D.
belső / I.D.
21 980 igen/yes nem/no
Alapozó / Primer - Közbenső / Intermediate - Fedő / Final
Belső
Inside
Festés
Painting
Egyéb elemek
Other elements
Belső bevonat
Internal coating igen/yes nem/no
Készülék fűtés
Vessel heating igen/yes nem/no
Fűtés típus
Type of heating
Projekt megnevezése / Project Denomination Rev.
Kecskemét Air Base, POL, Increase Storage Capacity 2
Blokk megnevezés / Block Denomination Dátum / Date
Tárolótartály Mechanikai Adatlap / Mechanical Datasheet for Tank 06.08.2019.
Tető típusa
Type of Roof
Úszótető típusa:
Type of Floating Roof
Proj.szám/No.: Megrendelő / Client Dokumentum azonosító / Document Number Oldal / Page huT00013.00 US Army Corps of Engineers supported dome külső / O.D.
belső / I.D.
M-210 3 / 5
3 KIALAKÍTÁS
4 CONSTRUCTION
1 Készülékjel ST5, ST6 Rev.
2 Item No.
Megnevezés
Designation 2500 m3 ST5, ST6 jelű Tárolótartály / 2500 m3 ST5, ST6 Tank
CC PP Win. -mm
22 000 Tető átmérő
Diameter of Roof mm
7 320 Kúpszög
Cone Angle mm
7 Köpeny magasság H.
Shell Height H.
Hőátadó közeg
Heat transf. Fluid
ANYAGMINŐSÉGEK
MATERIAL SPECIFICATION
Merevítő gallér
Reinforcement Pad
S235JR
Merevítő szögacélok
Angle / Rafter S235J2
Szükséges felület
Total surface required feszültség/Frekvencia
Voltage/Frequency V/Hz -
Teljesítmény
Power
KW -
tartály/védőgy.
Tank/Retent.ring
Úszótető
Floating Roof
Csonk karima
Nozzle Flange
P285QH
Csőidomok
Fittings
P235GH
Búvónyílás karima / Vakkarima
Manhole flange / Blind
P285QH
Búvónyílás köpeny
Manhole shell S235J2
Csonktoldat, Csonkcső
Nozzle Neck, Nozzle Pipe
Külső tömítések
External Gaskets
REINZ AFM 34
Belső tömítések
Internal Gaskets
REINZ AFM 34
Külső csavar / anya
External Bolting / Nuts
8.8 / 8
Belső csavar / anya
Internal Bolting / Nuts
8.8 / 8
Külső hegesztett elemek
External Welded Attachments S235J2
Belső hegesztett elemek
Internal Welded Attachment S235J2
EGYÉB ELEMEK
ACCESSORIES
Védőgyűrű
Retention Ring
Kettős fenék
Double Bottom
Zsomp
Sump
Földelőfül
Earthing Lug 1.4301
Adattábla tartó / adattábla
Nameplate Bracket / Nameplate S235J2 / 1.4301
Szélmerevítő
Wind Girder
Habvédelem
Foam Protection
Palásthűtés
Tank Shell Cooling
Tartalék alkatrészek
Spare parts
Belső karima
Internal Flange
Szigetelés tartók/gyűrű
Insulation clips/ring
Villámvédelem
Lightning Protection
Spirál lépcső, pódium, korlát
Stairway, Platform, Handrail
P235GH
Alapcsavar / anya
Anchor Bolt / Nut
Alapcsavar merevítés
Anchor Chair
Belső úszótető
Internal Floating Roof
Külső úszótető
External Floating Roof
LP gőz/LP-steam
MP gőz/MP-steam olaj/hot oil más/other
Tetőhűtés
Tank Roof Cooling
Tető
Roof
S235J2
S235JRS235J2
S235J2
Köpeny
Shell tartály/védőgy.
Tank/Retent.ring
Fenéklemezek
Bottom plate tartály/védőgy.
Tank/Retent.ring
Csőtartók
Pipe Supports
Alapcsavar
Anchor Bolts
Belső létra/kapaszkodó
Internal ladder/rungs
Emelőfül
Lifting Lug
Belső cső
Internal Pipe
Búvóny. elfordító
Davit for manhole
Különleges bevonat
Special coating
Felület előkészítés
Surface preparation
Bevonat típus
Type of coating
Fuel proof epoxy-enamel
Rétegek
Coats
Rétegek
Coats
Sa 2,5
Felület előkészítés
Surface preparation Sa 2,5 barg -m 2 -
Elektromos fűtés:
Electrical heater:
Üzemi/Terv. Hőm.
Op./Design temp.
Alapgyűrű
Annular base plate
°C - Üzemi/Terv./Próbanyomás
Op./Design/Test press.
t s3 6 t s5 6
AD 1
t b1
Alapcsavarok száma
Number of Anchor Bolts pcs.
d AB
N AB -
Fenék átmérő OD/ID
Bottom diameter mm
Fenék vastagság
Thickness of bottom plates mm
22 120 / -t r 6
33 Tetőlemezek vastagsága
Thickness of Roof Plates mm
31 Merevítő idomacél
Top Angle mm
L70x70x7
25 3. öv vastagsága
Thickness of 3. course mm
5. öv vastagsága
Thickness of 5. course mm
4. öv vastagsága
Thickness of 4. course mm t s4
2. öv vastagsága
Thickness of 2. course mm t s1 8
1. öv vastagsága
Thickness of 1. course mm t s2 6
Köpenyövek száma
Number of shell course pcs.
Alapcsavarok mérete
Diameter of Anchor Bolts mm
Köpenymagasság
Height of Shell mm
ID 1 22 000
Belső átmérő
Internal diameter mm
H 1 7 320
Jel.
Mark.
Tartály
Tank
Megjegyzés
Remark
Projekt megnevezése / Project Denomination Rev.
Kecskemét Air Base, POL, Increase Storage Capacity 2
M-210 4 / 5
Blokk megnevezés / Block Denomination Dátum / Date
Proj.szám/No.: Megrendelő / Client Dokumentum azonosító / Document Number Oldal / Page huT00013.00 US Army Corps of Engineers
Tárolótartály Mechanikai Adatlap / Mechanical Datasheet for Tank 06.08.2019.
3 MÉRETEK
4 DIMENSIONS
1 Készülékjel ST5, ST6 Rev.
2 Item No.
Megnevezés 2500 m3 ST5, ST6 jelű Tárolótartály / 2500 m3 ST5, ST6 Tank
Designation
C16 1 25 16 B1 11 Felső vészszint kapcsoló (HHLS)
4 db bordával / with 4 ribs
C15 1 25 16 B1 11 Felső szintkapcsoló (HLS)
4 db bordával / with 4 ribs
C14 1 25 16 B1 11 Alsó szintkapcsoló (LLS)
4 db bordával / with 4 ribs
C13 1 25 16 B1 11 Alsó vészszint kapcsoló (LLLS)
4 db bordával / with 4 ribs
Jel
Item
Db
Pcs.
DN PN
B1 11
C7
C8
C9
Töm.felület
Fl.facing
Karimatípus
Flange type
150 16
B1 11
B1
1 100 16
Roof manhole
Tetőbúvónyílás with flame arrester lángzárral
1 200
Légző
Vent
16 11 Szintmérő
Level gauge -B1
16 B1 11 Hőmérő
Thermometer with ladder létrával
ST5, ST6
Egyéb:
Other:
EN 1092-1
Tetőcsonk
Roof nozzle
16 B1 11 Felső szintmérő
Max. Level Switch vakkarimával with Blind Flange
Töltő
Inlet
Szívó
Outlet
16 B1 vakkarimával with Blind Flange
B1
2 150
3 1000
Rev.
2 Item No.
3 CSONKJEGYZÉK
NOZZLE DATA LIST
ASME B16.5
1 Készülékjel
Dátum / Date
Tárolótartály Mechanikai Adatlap / Mechanical Datasheet for Tank 06.08.2019.
1. Assembly drawing: See sheet ID M-200.
C10 1
C2
C1
C3
C5
Kecskemét Air Base, POL, Increase Storage Capacity 2
Proj.szám/No.: Megrendelő / Client Dokumentum azonosító / Document Number Oldal / Page huT00013.00 US Army Corps of Engineers M-210 5 / 5
1 32 16
1 150
Projekt megnevezése / Project Denomination
Blokk megnevezés / Block Denomination
2. All thickness must be checked by strength calculation.
C6
Rev.
Leak test pipe
Szivárgásfigyelő cső
Leakage control pipe
Szivárgásellenőrző cső
Megnevezés 2500 m3 ST5, ST6 jelű Tárolótartály / 2500 m3 ST5, ST6 Tank
Designation
1 100
11 -
Fenékszívó
Drain
4 db bordával / with 4 ribs
Karimaszabvány
Standard for flanges
C4 1 300 with pedal pedállal
16 B1
C11
C12 B1
16 B1 11
API 650
MEGJEGYZÉSEK
NOTES
s.s pipe rozsdamentes cső
16 B1 11 Mintavevő
Sample
Megnevezés
Service
Megjegyzések
Remarks
Rev./ Revision
Projektszám / Oldal / Page Project No.
huT00013.00
Dátum / Date
1 06.08.2019.
Design review comments Zsigmond Szabó Péter Ruzsa Károly Pető
0 15.12.2017. For Approval Zsigmond Szabó Péter Ruzsa Zsolt Tímár Rev Dátum / Date Megnev./ Denom. Készítette/Prepared by Ellenőrizte/Checked by Jóváh./App. by
BASE
M-211 US Army
Corps of Engineers
Mechanikai Adatlap
Tank
Mechanical Data Sheet
1 / 5
1900 m ST5, ST6 jelű Tárolótartály /
1900 m ST5, ST6 Tank
Tárolótartály
Megnevezés / Denomination
Mechanical Datasheet for Tank
Tárolótartály Mechanikai Adatlap 06.08.2019.
Projekt megnevezése / Project Denomination
Kecskemét Air Base, POL, Increase Storage Capacity
Megrendelő / Client Dokumentum azonosító / Document Number
M-211_Tank_MDS_1900_r1.xlsx
Techn. Spec.
Állandó szélsebesség
Wind velocity (continuous) km/h -
Hőkez. szükséges
Str.reliev.required m/s 2 0,15g wet H 2 S kénhidrogén
Hóvastagság max.
Snow Cover thickness mm -
Hóterhelés
Snow Load kg/m
2 - Ref. gyorsulás
Reference accelerat. max.
Szélterhelés
Wind Design Code
Szeizmikus terhelés
Seismic Design Code
EuroCode 8, Part 1,4&6 (EN1998-1:2004 &
EN1998-4:2006 & EN1998-6:2005 )
Szél lökés (max.)
Wind velocity (max. gust.)
km/h -
Fontossági tényező
Importance factor 1,5
Csillapítási tényező
Damping factor
Terep típus
Terrain category
Talajtényező
Soil class C
HELYSZÍNI ADATOK
SITE CONDITIONS
Alapanyag max. keménysége max. hardness of base material
HB
Ütőmunka vizsgálat
Impact Test Code
Anyagbizonylat
Material cert. By
Hegesztési bizonyl.
Welding certificates
Ultrahang vizsg.
Ultra sonic Test (UT) Code
H 2
Spec.
Átvilágítási vizsg.
Radiography Test (RT) Code
Code Egyéb:
Other:
Vizsgálati bizonyl.
Test certificates by Code
100%
Full Full Techn. Spec.:Techn. Spec.:
100%
Code igen/yes nem/no
Különleges követelm.
Special services igen/yes nem/no amin / amine klorid / chloride mérgező lethal igen/yes nem/no igen/yes nem/no
Közeg/techn.miatt by process req.
igen/yes nem/no
Előírás miatt
By code req.
Részleges
Partial str.r.req.
BIZONYLATOK, VIZSGÁLATOK
CERTIFICATION, TESTING
Varrattényező
Joint efficiency
- 1
Köpeny
Shell
Fenék
Bottom
Korr.pótlék / Plattir
Corr. allow. /Cladding 1mm
Tető
Roof
Belső részek
Internal parts
Acélszerkezet
Steel structure
Sűrűség t max / t min
Density t max / t min kg/m
3 775 - 840
Próbanyomás (vízsz./függ.)
Test pressure (horizontal / vertical) barg JET-A1 Jet fuel
Feltöltés sebessége:
Inlet flow rate:
Ürítés sebessége:
Outlet flow rate:
m /h m /h max. 80 max. 264°C -20 / +80
Min. tervezési fém hőmérséklet
Min. design metal temperature °C -20
Tervezési hőmérséklet
Design temperature
Tervezési nyomás
Design pressure mbar -5...+20
Tervezési eset
Design case
Normál
Normal
TERVEZÉSI ADATOK
DESIGN CONDITIONS
Üzemi hőmérséklet
Operating temperature °C ambient
Párnagáz & nyomás
Blanket gas & pressure mbarg no
Üzemi nyomás
Operating pressure bar abs atmospherical
Közeg megnevezése
Fluid name JET-A1 Jet fuel
13 Térfogat
Volume névl./hasznos/teljes nom. / net / full m
3 2 1201 900 / 1 905 /
Korrózív vegyületek
Corrosive compaunds no
TECHNOLÓGIAI ADATOK
PROCESS CONDITIONS
Üres tömeg
Empty weight kg ~70 000
Üzemi tömeg
Operating w.
kg ~1 975 000
Méret (ID x H)
Dimension 19 200 x 7 320
Gyártási töm.
Fabricated w.
kg ~70…
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