DRAWING_C0003-CIVIL_DETAIL.pdf

22.00

Green area

Zona verde Apron

Platforma stationare aeronave

18.60 25.00

1.5%

25.00 25.00 25.00

23.00

Green area

Zona verdeApron

Platforma stationare aeronave

39cm portland cement concrete PCC (fckf=5MPa)

39 cm beton rutier BcR 5.0 polyethylene film, to prevent the flowing of grout folie de politilena pentru a preveni pierderea laptelui de ciment

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

18.50

Green area

Zona verde

7.50

3.75 3.75

Apron shoulder

Acostament

2%

4%

1.5%

25.00

1.5%

1.5%

25.00

1.5%

1.5%

25.00

1.5% 1.5%1.5%

25.00

1.5%1.5%

29.00

1.5% 1.5% 1.5%

18.00

FOXTROT Taxiway

Cale de rulare FOXTROT

129.00

DELTA Taxiway

Cale de rulare DELTA

1%

39cm portland cement concrete PCC (fckf=5MPa)

39 cm beton rutier BcR 5.0 polyethylene film, to prevent the flowing of grout folie de politilena pentru a preveni pierderea laptelui de ciment

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

Apron

Platforma stationare aeronave

5cm asphalt wearing course of 50-blow Marshall mix

5 cm strat de uzura

6cm asphalt binder course

6 cm strat de binder

30cm natural aggregates stabilized with cement

30cm agregate naturale stabilizate cu ciment

50cm crushed stone, best mix

50 cm piatra sparta amestec optimal

20cm capping layer of non cohensive materials

20 cm strat de forma din materiale necoezive

1.5% 1.5%

9.00 9.00

1.5%1.5%

18.00

DELTA Taxiway shoulder

Acostament cale de rulare DELTA

DELTA Taxiway

Cale de rulare DELTA

39cm portland cement concrete PCC (fckf=5MPa)

39 cm beton rutier BcR 5.0 polyethylene film, to prevent the flowing of grout folie de politilena pentru a preveni pierderea laptelui de ciment

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

Pipe drain

Dren

Access road (realign roadway)

Drum de acces

8.00

2%

4%

Pipe drain

Dren

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

7.50

3.75 3.75

Apron shoulder

Acostament

7.50

3.75 3.75

Apron shoulder

Acostament

7.50

3.75 3.75

DELTA Taxiway shoulder

Acostament cale de rulare DELTA

7.50

3.753.75

TYPICAL CROSS SECTION A-A

PROFIL TIP A-A

TYPICAL CROSS SECTION B-B

PROFIL TIP B-B

TYPICAL CROSS SECTION C-C

PROFIL TIP C-C

4.00 4.00

Ready building area

Zona Ready building

Stormwater colector

Colector canalizare pluviala

2.400

2%

Walks

Trotuar

6cm asphalt base course

6 cm strat de baza

5cm asphalt wearing course of 50-blow Marshall mix

5 cm strat de uzura

6cm asphalt binder course

6 cm strat de binder

30cm natural aggregates stabilized with cement

30cm agregate naturale stabilizate cu ciment

50cm crushed stone, best mix

50 cm piatra sparta amestec optimal

20cm capping layer of non cohensive materials

20 cm strat de forma din materiale necoezive

6cm asphalt base course

6 cm strat de baza

5cm asphalt wearing course of 50-blow Marshall mix

5 cm strat de uzura

6cm asphalt binder course

6 cm strat de binder

30cm natural aggregates stabilized with cement

30cm agregate naturale stabilizate cu ciment

50cm crushed stone, best mix

50 cm piatra sparta amestec optimal

20cm capping layer of non cohensive materials

20 cm strat de forma din materiale necoezive

6cm asphalt base course

6 cm strat de baza

2.00

Passive barrier

Bariera pasiva

2%

4%

NOT THE OBJECT OF THE

PRESENT CONTRACT

Jet blast

Parajet

2%

4%

2%

Pipe drain

Dren

Pipe drain

Dren

2%

4%

Pipe drain

Dren

2%

2%

2%

4%

Pipe drain

Dren

2%

4%

Pipe drain

Dren

Helipad

144.20

1.5%

1.5% 1.5%

25.60

Jet blast

Parajet

Estimated Ground Level

Linia aprox. a terenului

Refer to SOW, section 5, "Site investigation and condition affecting the work"

Estimated Ground Level

Linia aprox. a terenului

Refer to SOW, section 5, "Site investigation and condition affecting the work" v a r

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

C003

Drain section 1:50

Sectiune dren 1:50

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

Marcus Strohn

LEGEND

PCC ( fckf=5MPa)/

Beton rutier BcR 5

Natural aggregates, sand/

Strat de nisip

Natural aggregates stabilized with cement / Agregate naturale stabilizate cu ciment

Crushed stone, best mix /

Piatra sparta amestec optimal

Capping layer of non cohensive materials /

Strat de forma din materiale necoezive

Asphalt wearing course /

Strat de uzura

Asphalt binder course /

Strat de binder

1:100

0 5 10

M

0 1000 30002000 4000 5000

1:50

MM

1:10 MM

1000 200 400300 500 1000

D01

C003

CARGO APRON

Fixed Wing Parking Apron, Fixed Wing Taxiway and Blast / Exhaust Deflector

Typical Cross Sections and Details

1/100; 1/50

C003 ing. Adriana Nita ing. Cosmin Pricop

1 2 3 4 5

A

B

C

D

E

F

G

1 2

5 6

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

15 16

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:

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

LEGEND

AECOM International Inc.

Kaiserslautern Office, Europaallee 3 - 5

67657 Kaiserslautern / Germany

Phone:+49 [0] 631 / 53485 - 0

Marcus Strohn

Various Base Improvements at MK Air Base, Romania - Base bid

19/07/2017