CX007-CX200.pdf
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- W912GB-17-R-0020
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CX007 - CX200
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Key plan / Schita plan
N
MI.4.Vehicle Wash Facility
CA.3.Blast / Exhaust Deflector
CA.2.Fixed Wing Taxiway
CA.1.Fixed Wing Parking
APRON
MI.1.Ready Building
MI.2.Shipping and Receiving Areas
MI.3.Overhead Protection, Pallet Area
MI.5.Open Storage Area
FSC.1.Fuel
Containment System
MI.6.Staging Marshalling Area
Access Road (Realign roadway)
FSC.3.Fueling/POL
Support Building
FSC.2.Aircraft Fuel
Truck Loading Facility
MI.7.Railhead Facility
MI.8.Entrance Gate
FSC.4.Fuel Truck
Parking Area
SLOPE DOWN
SEE RAMP
CURVE PROFILERAMP CURVE
REFERENCE LINES
BLOCKOUT SIZE AS REQUIRED TO
ACCOMMODATE CUSHION HEAD BUMPER
SEE
BUMPING
POST
CONT. L 203 X 203 X 12.7
29.40
115.80
20.20
115.80
27.83
20.60
47.60
152.00
L
,0 m
D r
E
-1
:9 -1
T α
'3
,8
"g
R
,0 m d l
,9 m
T
,0 m b
,2 m
V k m /h
B o
T
B o
C
E o C
E o T
L m
L=201,53m
S t a r t
P o i n t
G e o r a d a r
97.2097.12
97.15
96.98
97.13
96.99
97.02
.3
.3
.3
.3
.5
.5
.6
.7
.7
ToR.98.83
ToR.98.82
ToR.99.25
ToR.99.23
T o R
.9 .5
T o R
.9 .5
T o R
.9 .5
ToR.96.62
ToR.96.68
ToR.96.70
ToR.96.83
ToR.96.81
ToR.96.93
ToR.96.93
ToR.96.99
ToR.96.99
ToR.97.02
ToR.97.01
ToR.97.07
ToR.97.07
ToR.97.15
ToR.97.15
ToR.97.32
ToR.97.31
ToR.97.47
ToR.97.46
ToR.98.62 ToR.98.41 ToR.98.23 ToR.97.91 ToR.97.69
ToR.97.67ToR.97.90ToR.98.22ToR.98.41
ToR.98.63
.9
95.24
.3
.3
95.64
95.83
96.29
96.33
.1
.0
96.47
95.89
96.51
96.06
96.35
96.55
.1
.2
.5
95.73
.7
96.5
96.75
96.78
.5
.6
96.73
96.61
96.78
96.75
96.19
.8
.1
96.06
96.81
96.86
97.01
97.10
96.28
.4
.7
96.77
97.35
97.27
96.41
96.82
97.45
97.52
97.10
.9
97.12
98.44
97.70
97.55
97.26
97.33
97.56
97.59
96.99
97.4
97.97
98.11
97.80
97.87
98.14
98.15
97.8298.27
98.12
97.77
97.75
98.19
98.26
98.26
99.10
98.55
98.51
96.8
.9
.0
.3
.3
.9
97.27
97.54
97.49 97.34
97.32
97.20 96.90
97.11
97.0
96.72
96.75
96.35
96.51
96.52
96.40
96.36
96.11
96.16
95.83
95.93
95.74
95.78 95.73
95.67
.6
.6
.5
96.39
96.39
96.57
96.60
.7
95.65
95.84
95.86
95.6
95.7
.5
.6
.0
96.44
B u i l d i n g
S
B
C
C
C
G r a v e l
G r a v e l
G r a v e l
G r a v e l
G r a v e l
C
C
C
C
S
D
C
S
B
S
B
S
B
P
T
T
E
L
T
E
L
FUEL-TANK
B
M
B
M
B
M
G a t e
B
M
J
+0.80
+0.80
Platforma spalare vehicule
Vehicle wash-rack
Pallet Area
Suprafata depozitare
Rampa de capat pentru incarcare-descarcare
Loading/unloading end ramp
Rampa de acces
Forklift ramp
Coridor exploatare "peron"
Service lane
Linie incarcare-descarcare
Railway spur
Cale ferata existenta
Existing railway spur
Access road (realign roadway)
Platforma circulatie
Movement platform
Zid de sprijin
Retaing Wall
Trecere la nivel
Railway crossing
Fence
Gard
Drum acces (drum modernizat)
Poarta acces
New entrance gate
0.00
E-E
C008
C008
E-E
C-C
C008
C008
C-C
D-D
C008
C008
D-D
A-A
C200
F-F
C200
C200
F-F
C200
B-B
B-B
C200
C200
A-A
X X
X
XXXXXXX
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
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
Rampa de acces
Access ramp
Poarta acces optionala
Optional entrance gate
Optional Fence
Gard optional
0 10 3020 40 50
1:500 M
Vehicle wash-rack /
Platforma spalare vehicule
N
Access road (realign roadway)/
Drum acces (drum modernizat)
Railway spur / Linie incarcare-descarcare
Existing railway / Cale ferata existenta
NOTE
-Pentru sectiunea D-D vezi plansa C008
-Pentru sectiunea E-E vezi plansa C008
-Pentru trecere la nivel cu calea ferata vezi plansa C012
-Pentru detalii zid de sptijin, sectiunile A-A, B-B si C-C vezi plansele C200
NOTES:
-For section D-D refere to drawing C008
-For section E-E refere to drawing C008
-For railway crossing refere to drawing C012
-For retaing wall sections A-A, B-B and C-C refere to drawings C200
Existing road / Drum existent
LEGEND
PCC ( fckf=5MPa)/ Beton rutier BcR 4.5
Reinforced concrete/ Dala din beton armat
Retaing wall/ Zid de sprijin
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client: Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
03/04/2017
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Site Plan
1/500
CX007
ing. Ramona Giurca ing. Cosmin Pricop
Existing levels /
Cote existente
00.00
18.80
Movement area
Platforma exploatare
2%
2%
1.725
8.50
Rail spur
Linie incarcare descarcare
-0.15
4%
1%
1%
Service lane
Platforma exploatare
16.80 30.00
Containers hardstand area
Platforma depozitare containere
1.5%
1.5%
1% 1%
6013.90
Movement area
Platforma exploatare
2% 2%
25cm portland cement concrete PCC (fckf=4.5MPa)
25 cm beton rutier BcR 4.5
15cm natural aggregates stabilized with cement
15 cm agregate naturale stabilizate cu ciment
30cm crushed stone, best mix
30 cm piatra sparta amestec optimal
20cm capping layer of non cohensive materials
20 cm strat de forma din materiale necoezive
Filling of non cohesive materials
Umplutura din materiale necoezive
25cm reinforced concrete C35/45
25 cm beton armat C35/45
15cm natural aggregates stabilized with cement
15 cm agregate naturale stabilizate cu ciment
30cm crushed stone, best mix
30 cm piatra sparta amestec optimal
20cm capping layer of non cohensive materials
20 cm strat de forma din materiale necoezive
Discharge pipe
Conducta descarcare
Srorm water
Colector
Waterproofing
Hidroizolatie
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
49 E1 Rail profile
Sina tip 49
20cm composite materials
20 cm materiale compozite
25cm crushed stone
25 cm piatra sparta
Concrete sleeper
Traversa din beton
Geotextile
Geotextil
Stormwater colector
Colector canalizare pluviala
Pipe drain
Dren
Pipe drain
Dren
Pipe drain
Dren
Pipe drain
Dren
21.90
Movement area
Platforma exploatare
2% 2% 2% 2%
Access road (realign roadway)
Drum de acces
8.00
2%
2%
4%
25cm portland cement concrete PCC (fckf=4.5MPa)
25 cm beton rutier BcR 4.5
15cm natural aggregates stabilized with cement
15 cm agregate naturale stabilizate cu ciment
30cm crushed stone, best mix
30 cm piatra sparta amestec optimal
20cm capping layer of non cohensive materials
20 cm strat de forma din materiale necoezive
Natural ground
Teren natural
Pipe drain
Dren
Stormwater colector
Colector canalizare pluviala
Pipe drain
Dren
TYPICAL CROSS SECTION C-C
PROFIL TIP C-C
TYPICAL CROSS SECTION D-D
PROFIL TIP D-D
S h o u l d e r g u t t e r
R i g o l a a c o s t a m e n t
S i d e d i t c h
C a s i u
S i d e d i t c h
C a s i u
S h o u l d e r g u t t e r
R i g o l a a c o s t a m e n t
S h o u l d e r g u t t e r
R i g o l a a c o s t a m e n t
+0.80
±0.00
+0.97
5.00
50 2.40
2%
Walks
Trotuar
Access road (realign roadway)
Drum de acces
8.00
2%
2%
4%
Pipe drain
Dren
2%
S i d e d i t c h C a s i u
8.50
Vehicle wash rack
Platforma spalare vehicule
3.20 3.20
2%
S i d e d i t c h C a s i u
8.50
Vehicle wash rack
Platforma spalare vehicule
3.20 3.20
2% 2%
25cm portland cement concrete PCC (fckf=4.5MPa)
25 cm beton rutier BcR 4.5
15cm natural aggregates stabilized with cement
15 cm agregate naturale stabilizate cu ciment
30cm crushed stone, best mix
30 cm piatra sparta amestec optimal
20cm capping layer of non cohensive materials
20 cm strat de forma din materiale necoezive
4cm asphalt BA8
4 cm asfalt BA8
20cm concrete C16/20
20cm beton C16/20
30cm crushed stone, best mix
30 cm piatra sparta amestec optimal
TYPICAL CROSS SECTION E-E
PROFIL TIP E-E
S h o u l d e r g u t t e r
R i g o l a a c o s t a m e n t
Pipe drain
Dren
Pipe drain
Dren
Stormwater colector
Colector canalizare pluviala
2.400
2%
Walks
Trotuar
4cm precast concrete blocks
4cm pavele din beton autoblocante
7cm sand
7 cm sand
Stormwater colector
Colector canalizare pluviala
4cm precast concrete blocks
4cm pavele din beton autoblocante
7cm sand
7 cm sand
15cm crushed stone
15 cm piatra sparta
15cm crushed stone
15 cm piatra sparta
3.401.501.50
Stormwater colector
Colector canalizare pluviala
Pipe drain
Dren
5.50
.60
22.50
1.50
11.50
Key plan / Schita plan
N
1:100
M
NOTE
-Pentru detalii vezi plansa C010
-Pentru detalii privind zidul de sprijin vezi plansele C200
LEGEND
Natural aggregates stabilized with cement / Agregate naturale stabilizate cu ciment
Crushed stone, best mix /
Piatra sparta amestec optimal
PCC ( fckf=4.5MPa)/
Beton rutier BcR 4.5
Reinforced concrete slab /
Dala din beton armat
Capping layer of non cohensive materials /
Strat de forma din materiale necoezive
Concrete C16/20/
Beton C16/20
NOTES:
-For details refer to drawing C010
-For retaining wall refer to drawings C200
D01
C010
D02
C010
D03
C010
D04
C010
D05
C010
D06
C010
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client: Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
03/04/2017
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Typical Cross Sections
1/100
CX008
ing. Ramona Giurca ing. Cosmin Pricop
7.40
5.46.64 1.37
1.37
5.00 2.00 2.00 2.00 2.00 1.62
9.10 0.19
15.80
Max 90° Horiz
Max 10° Vert
Overall Length 22.010m
Overall Width 3.678m
Overall Body Height 3.425m
Min Body Ground Clearance 0.350m
Max Track Width 3.023m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 30.050m
HETS - M1070 Tractor
SLOPE DOWN
SEE RAMP
CURVE PROFILERAMP CURVE
REFERENCE LINES
BLOCKOUT SIZE AS REQUIRED TO
ACCOMMODATE CUSHION HEAD BUMPER
SEE
BUMPING
POST
CONT. L 203 X 203 X 12.7
115.80
152.00
L
,0 m
D r
E
-1
:9 -1
T α
'3
,8
"g
R
,0 m d l
,9 m
T
,0 m b
,2 m
V k m /h
B o
T
B o
C
E o C
E o T
L m
L=201,53m
S t a i n t
G e o r a d a r
97.2097.12
97.15
96.98
97.13
96.99
97.02
.3
.3
.3
.3
.5
.5
.6
96.7
96.7
ToR.98.83
ToR.98.82
ToR.99.25
ToR.99.23
T o R
.9 .5
T o R
.9 .5
T o R
.9 .5
ToR.96.62
ToR.96.68
ToR.96.70
ToR.96.83
ToR.96.81
ToR.96.93
ToR.96.93
ToR.96.99
ToR.96.99
ToR.97.02
ToR.97.01
ToR.97.07
ToR.97.07
ToR.97.15
ToR.97.15
ToR.97.32
ToR.97.31
ToR.97.47
ToR.97.46
ToR.98.62 ToR.98.41 ToR.98.23 ToR.97.91 ToR.97.69
ToR.97.67ToR.97.90ToR.98.22ToR.98.41
ToR.98.63
.9
95.24
.3
.3
95.64
95.83
96.29
96.33
.1
.0
96.47
95.89
96.51
96.06
96.35
96.55
.1
.2
.5
95.73
.7
96.5
96.75
96.78
.5
.6
96.73
96.61
96.78
96.75
96.19
.8
.1
96.06
96.81
96.86
97.01
97.10
96.28
.4
.7
96.77
97.35
97.27
96.41
96.82
97.45
97.52
97.10
.9
97.12
98.44
97.70
97.55
97.26
97.33
97.56
97.59
96.99
97.4
97.97
98.11
97.80
97.87
98.14
98.15
97.8298.27
98.12
97.77
97.75
98.19
98.26
98.26
99.10
98.55
98.51
96.8
.9
.0
.3
.3
.9
97.27
97.54
97.49 97.34
97.32
97.20 96.90
97.11
97.0
96.72
96.75
96.35
96.51
96.52
96.40
96.36
96.11
96.16
95.83
95.93
95.74
95.78 95.73
95.67
.6
.6
.5
96.39
96.39
96.57
96.60
.7
95.65
95.84
95.86
95.6
95.7
.5
.0
96.44
B u i l d i n g
S
B
C
C
C
G r a v e l
G r a v e l
G r a v e l
G r a v e l
G r a v e l
C
C
C
C
S
D
C
S
B
S
B
S
B
P
T
T
E
L
T
E
L
FUEL-TANK
B
M
B
M
B
M
G a t e
B
M
J
+0.80
+0.80
Platforma spalare vehicule
Vehicle wash-rack
Pallet Area
Suprafata depozitare
Rampa de capat pentru incarcare-descarcare
Loading/unloading end ramp
Rampa de acces
Forklift ramp
Coridor exploatare "peron"
Service lane
Linie incarcare-descarcare
Railway spur
Cale ferata existenta
Existing railway spur
Access road (realign roadway)
Platforma circulatie
Movement platform
Zid de sprijin
Retaing Wall
Trecere la nivel
Railway crossing
Fence
Gard
Drum acces (drum modernizat)
Poarta acces
New entrance gate
0.00
X X
X
XXXXXXX
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
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
Rampa de acces
Access ramp
Poarta acces optionala
Optional entrance gate
Optional Fence
Gard optional
Key plan / Schita plan
N
0 10 3020 40 50
1:500 M
N
Railway spur / Linie incarcare-descarcare
Existing railway / Cale ferata existenta
Existing road / Drum existent
LEGEND
Access road (realign roadway)
/Drum acces (drum modernizat)
Gullies / Guri de scurgere
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client: Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
03/04/2017
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Grading & Tracking Plan
1/500
CX009
ing. Ramona Giurca ing. Cosmin Pricop
Existing levels /
Cote existente
Key plan / Schita plan
N
.65 v a r
.35
.65
.65
Scale/ Scara 1:50 Scale/ Scara 1:20
Geotextile filter
Filtru din geotextil
Concrete groove
Cuneta din beton
Longitudinal drain
Dren longitudinal
Corrugated tube
Tub riflat
Geotextile filter
Filtru din geotextil
Concrete groove C16/20
Cuneta din beton C16/20
Crushed stone
Piatra sparta
D01
C008
Drain section 1:10
Sectiune dren 1:10
.08
.50
.10
C30/37
D02
C008
Shoulder gutter / Section B-B 1:10
Rigola de acostament / Sectiune B-B 1:10
Cast in situ or concrete precast shoulder gutter C30/37 type
Rigola de acostament prefabricata sau monolita din beton C30/37
.20
.30
Scale/ Scara 1:10
D03
C008
Kerb
Bordura
Precast concrete kerb C30/37 on concrete foundation C16/20
Bordura prefabricata din beton C30/37 pe fundatie din beton C16/20
.60
C30/37
D04
C008
Side ditch / Section B-B 1:10
Casiu / Sectiune B-B 1:10
Cast in situ or concrete side ditch
Casiu prefabricat sau monolit din beton
.03
.03 .15 .03
.03
.25
.05 .15 .05
D06
C008
Precast concrete blocks 1:5
Pavele din beton autoblocante 1:5
.90
.49
.18 .23
.25 .35 .30
.08 .08
.01 .01 m i n
.08
.27
.08
.49
.03
.03
.08 .27 .08
.49
Precast carriageable slabs -concrete C30/37 type
Dale carosabile prefabricate -beton C30/37
Weeper-PVC pipe Ø 100 at each 10m
Barbacana-PVC Ø100 din 10 in 10 m
Cast in situt concrete C30/37type
Beton monolit C30/37
View I - I
Vedere I - I
View II - II
Vedere II - II
I
C010
I
C010
II
C010
II
C010
D05
C008
D05-1
C010
D05-1
C010
Carriageable gutter 1:10
Rigola carosabila 1:10
Carriageable slabs details 1:10
Detalii dale carosabile 1:10
1:10 MM
1000 200 400300 500 1000
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client: Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
03/04/2017
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Details
1/10
CX010
ing. Ramona Giurca ing. Cosmin Pricop
SCARA 1:5(A1)
SCARA 1:10 (A3)
MILIMETRI
0 100 300200 400 500
115.80
152.00
L
,0 m
D r
E
-1
:9 -1
T α
'3
,8
"g
R
,0 m d l
,9 m
T
,0 m b
,2 m
V k m /h
B o
T
B o
C
E o C
E o T
L m
L=201,53m
S t a i n t
G e o r a d a r
97.2097.12
97.15
96.98
97.13
96.99
97.02
.3
5 9 .3
.5
.5
96.66
.7
.7
ToR.98.83
ToR.98.82
ToR.99.25
ToR.99.23
ToR.96.83
ToR.96.81
ToR.96.93
ToR.96.93
ToR.96.99
ToR.96.99
ToR.97.02
ToR.97.01
ToR.97.07
ToR.97.07
ToR.97.15
ToR.97.15
ToR.97.32
ToR.97.31
ToR.97.47
ToR.97.46
ToR.98.62 ToR.98.41 ToR.98.23
ToR.97.91 ToR.97.69
ToR.97.67
ToR.97.90
ToR.98.22 ToR.98.41
ToR.98.63
96.06
96.35
96.55
.2
.5
95.73
.7
.5
96.75
96.78
.5
.6
96.73
96.61
96.78
96.75
96.19
.8
.1
96.06
96.81
96.86
97.01
97.10
96.2
.4
.7
96.77
97.35
97.27
96.41
96.82
97.45
97.52
97.10
.9
97.12
98.44
97.70 97.55
97.26
97.33
97.56
97.59
96.99
97.4
97.97
98.11
97.80
97.87
98.14
98.15
97.8298.27
98.12
97.77
97.75
98.19
98.26
98.26
99.1
98.55
98.51
96.8
.9
.0
.3
.3
.9
97.27
97.54
97.49 97.34
97.32
97.20 96.90
97.11
.0
96.7
96.75
96.35
96.5
96.5
96.4
96.36
96.11
96.16
95.83
95.93
95.74
95.78
95.73
95.67
.6
.6
.5
96.39
96.39
96.57
.6
.7
.0
96.44
B u i l d i n g
S
B
C
C
C
G r a v e l
G r a v e l
G r a v e l
C
C
C
S
D
C
S
B
S
B
S
B
P
T
T
E
L
B
M
B
M
G a t e
B
M
+0.80
+0.80
0.00
X X
X
XXX
XXXX
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
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
Key plan / Schita plan
N
SWITCH DETAIL
DETALIU SCHIMBATOR SIMPLU
1:1000
100 20 90604030 50 70 80 100
M
N
D01
C011
Switch detail 1:50
Detaliu schimbator simplu 1:50
D01
C011
RAILWAY SPUR LAYOUT
PLAN DE SITUATIE CALE FERATA ABATUTA
D02
C012
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client: Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
03/04/2017
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Railway Switch Detail
1/50; 1/1000
CX011
ing. Ramona Giurca ing. Cosmin Pricop
Existing levels /
Cote existente
LEGEND
60 1.44 60
A-A
C012
C012
A-A
Section A - A
Sectiune A - A
60 60
T13 sleeper traversa T13 middle elastic slabs dale elastice de mijloc new crushed stone layer, under the sleeper foot strat de piatra sparta noua sub talpa traversei ballast layer strat din balast
144 65
49 E1 Rail profile
Sina tip 49
20cm composite materials
20 cm materiale compozite
25cm crushed stone
25 cm piatra sparta
Concrete sleeper
Traversa din beton
GEOTEXTILE
GEOTEXTIL
49 E1 Rail profile
Sina tip 49
20cm composite materials
20 cm materiale compozite
25cm crushed stone
25 cm piatra sparta
Concrete sleeper
Traversa din beton
Auxiliary elements - kerbstone
Piese auxiliare - borduri
Sistem rutier
Pavement
B-B
C012
B-B
C012
Section B - B
Sectiune B - B
A-A
C012
C012
A-A
B-B
C012
B-B
C012
Key plan / Schita plan
N
1:10 MM
1000 200 400300 500 1000
D02
C011
Railway crossing detail 1:10
Detaliu trecere la nivel 1:10
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client:
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
23/02/2017
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Railway Crossing Detail
1/10
CX012
ing. Ramona Giurca
Work type / Tip lucrare
Concrete class / Clasa beton
Exposure class / Clasa expunere
Max. W/C raport / Raport A/C (max)
Cement minim ratio (Kg/m3)
Dozaj minim de ciment
Cement type / Tip ciment
Air content / Aer antrenat
Elevation
Elevatie
Fundation
Fundatie
C35/45
C30/37
XC4+XD3+XF2
0.50
0.50
CEM l 42.5, lA 52.5
CEM ll A / B-S, CD 40
Stell: / Otel:
XC4
MINIMUM REQUIREMENTS FOR CONCRETE DURABILITY
CERINTE MINIME DE ASIGURARE A DURABILITATII PENTRU BETON
BST 500S
1.10
RETAINING WALL CROSS SECTION B-B
SECTIUNE TRANSVERSALA ZID DE SPRIJIN B-B
Scara 1:50
Scale 1:50
1.10
3 7
12600
Loading/unloading ramp/Rampa de incarcare-descarcare
Separation Geotextil min 300g/mp
Geotextil de separatie min. 300g/mp
Granular material for filling
Umplutura din material necoziv
Retaining wall elevation C35/45
Elevatie zid de sprijin C35/45
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
Waterproofing
Hidroizolatie
Retaining wall elevation C35/45
Elevatie zid de sprijin C35/45
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
Foundation soil
Teren fundare
QUANTITIES FOR LOADING-UNLOADING RAMP
CANTITATI PENTRU RAMPA DE
INCARCARE-DESCARCARE
QUANTITIES FOR ACCESS RAMP
CANTITATI RAMPA DE ACCES
Concrete /Beton C35/45
Concrete /Beton C30/37
Stell /Otel BST 500S
Formwork /Cofraj
22.0 mc
17.0 mc
2964 Kg
70 mp
Concrete /Beton C35/45
Concrete /Beton C30/37
Stell /Otel BST 500S
Formwork /Cofraj
8.0 mc
6.0 mc
988 Kg
22 mp
X
7 26 6X25 2020 7
2.30
1.90
7 161818 3x25 7
1.40 x x
7 16 7
RETAINING WALLTYPE 1
ZID DE SPRIJIN TIP1
H = 2.80 m L=5.00m
RETAINING WALL TYPE 2
ZID DE SPRIJIN TIP2
Hmax= 2.05 m, L=5.00m
400 30
QUANTITIES FOR SERVICE LANE 415.0m
CANTITATI PENTRU CORIDOR EXPLOATARE415.0m
Concrete /Beton C35/45
Concrete /Beton C30/37
Stell /Otel BST 500S
Formwork /Cofraj
399 mc
382 mc
71214 Kg
2490 mp
Retaining wall elevation C35/45
Elevatie zid de sprijin C35/45
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
1.90
Waterproofing
Hidroizolatie
Separation Geotextil min 300g/mp
Geotextil de separatie min. 300g/mp
Granular material for filling
Umplutura din material necoziv
1.90
Retaining wall elevation C35/45
Elevatie zid de sprijin C35/45
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
Waterproofing
Hidroizolatie
16.80
Service lane
Coridor exploatare
SECTION A-A
SECTIUNE A-A
Foundation soil
Teren fundare
Foundation soil
Teren fundare
Guardrail
Parapet
1.10
RETAINING WALL CROSS SECTION F-F
SECTIUNE TRANSVERSALA ZID DE SPRIJIN F-F
Scara 1:50
Scale 1:50
1.10
10.00 - 14.00 variable /variabil
Access ramp/Rampa de acces
Separation Geotextil min 300g/mp
Geotextil de separatie min. 300g/mp
Granular material for filling
Umplutura din material necoziv
Retaining wall elevation C35/45
Elevatie zid de sprijin C35/45
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
Waterproofing
Hidroizolatie
Retaining wall elevation C35/45
Elevatie zid de sprijin C35/45
Retaining wall foundation C30/37
Fundatie zid de sprijin C30/37
Local material compacted pillow
Perna din material local compactat
Waterproofing
Hidroizolatie
Foundation soil
Teren fundare
Foundation soil
Teren fundare
RETAINING WALL CROSS SECTION A-A
SECTIUNE TRANSVERSALA ZID DE SPRIJIN A-A
Key plan / Schita plan
N
0 1000 30002000 4000 5000
1:50
MM
NOTES:
The final design of retaining walls will be done based on a detailed topographic survey and geotechnical campaign. Geotechnical campaign must contain specific investigation and laboratory tests depending by soil types encountered in the studied area. Also geotechnical study will establish the characteristic values of geotechnical parameters for design according to
NP 124: 2014 and SR EN 1997: 2004.
Dimensionarea finala a zidurilor de sprijin se va realiza in baza unei ridicari topografice si a unei campanii geotehnice detaliate. Aceasta campanie de investigatie geotehnica va trebuie sa contina incercari de teren si laborator specifice tipurilor de pamant intalnite in zona studiata. Deasemenea in cadrul studiului geotehnic se va avea in vedere stabilirea valorile caracteristice ale parametrilor geotehnici, conform NP 124:2014 si SR EN
1997:2004.
1 2 3 4 5
A
B
C
D
E
F
G
1 2 3 4
6 7 8 9 10
6 7 8 9 10
H
I
J
K
L
M
N
O
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11 12 13 14 15 16 17 18 19 20
11 12 13 14 15 16 17 18 19 20
Scale / Scara:
Date / Data:
Size / Dimensiune :
Contract-No. / Nr.-Contract.:
Project / Proiect:
Responsible / Responsabil:
Drafter / Desenat:
Various Base Improvements at MK Air Base, Romania - Optional Bid
Title / Titlu:
Client / Client: Designer / Proiectant:
U.S. Army Corps of Engineers
Europe District
Konrad Adenauer Ring 39
D-65187 Wiesbaden
Checked / Verificat:
A1
W912GB-15-D-0011-0002
03/04/2017
AECOM International Inc.
Kaiserslautern Office, Europaallee 3 - 5
67657 Kaiserslautern / Germany
Phone:+49 [0] 631 / 53485 - 0
Marcus Strohn
MULTIMODAL IMPROVEMENTS (MI)
Railhead Area and Wash Platform
Cantilever Retaining Wall
1/50
CX200
ing. Murarus Adelina
| Sheets and Views |
| CX002-C200-CX007 |
| CX002-C200-CX008 |
| CX002-C200-CX009 |
| CX002-C200-CX010 |
| CX002-C200-CX011 |
| CX002-C200-CX012 |
| CX002-C200-CX200 |
File details come from the government source that posted it. Updated .