RETENTION_POND_LOCATION__DRAWINGS_REVISED_23_June_17.pdf

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O p e n s t o r a g a r e a

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C o n t a i n e x m

Z o d p o z i t a s c o p e r i t ă m

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O v e r h e a d p r o t e c t i o n p a l l e a

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S h i p p i n g a n d r e c e i v i n g

SS 1

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SS 21

SS 22

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

1 2 3 4 5

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6 7 8 9 10

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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:

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

LEGEND

Marcus Strohn

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

03/04/2017

NOTES :

The following assumptions have impact on each of the project objectives and costs estimates provided here in:

-Water pressure and lift station capacity is adequate to support new construction.

-The waste water network will discharge into the existing network.

-The storm water network will connect to new retention basin.

-If the connection points for design networks are not according to the layout plan, the constructor will present a new solution for the design networks

NOTE:

Urmatoarele presupuneri au impact in fiecare obiectiv si buget estimat prezentate aici:

-Presiunea apei potabile este suficienta pentru extinderea retelei.

-Canalizarea menajera se va conecta in reteau de canalizare existenta.

-Reteaua de canalizare pluviala se va conecta intr-un bazin nou de retentie.

-Daca punctele de conectare proiectate nu sunt conforme cu planul de situatie, constructorul va propune noi solutii pentru extinderea retelelor de utilitati.

Sanitary Sewerage pipe

N

0 50 150100 200

1:2500 M

General Plumbing

Overall site plan

Sanitary Sewerage Network

1/2500

GP001

Dan Calinescu

Florin Purcea

Sanitary Sewerage manhole

Waste water pumping station

REFERENCE

ONLY

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. L

X

X

.7 o r a e a

C o n t a i n e x m

C o n t a i n e x m p o z i t a s c o p e r i t ă

T a k

T a

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X

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I a i l d i n g

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O v e r h e a d p r o t e c t i o n p a l l e a

M

I

S h i p p i n g a n d r e c e i v i n g

MH 9.1

Water network connection point

Water network optional connection point

PEID PE100-RC D125 - L=810m

M

AIN W

ATER - PEID PE100-RC D125 - L=

1160m

MH 5.1

MH 6.1

MH 7.1

MH 8.1

NOT IN CONTRACT - OPTIONAL MAIN WATER

MH 8

MH 3

MH 4

MH 6

MH 7

MH 5

MH 1

MH 2

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

1 2 3 4 5

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B

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D

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G

1 2 3 4 5 6 7 8 9 10

6 7 8 9 10

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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:

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

LEGEND

Marcus Strohn

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

03/04/2017

Water network pipe

N

0 50 150100 200

1:2500 M

General Plumbing

Overall site plan

Water Network

1/2500

GP101

Dan Calinescu

Florin Purcea

Water manhole

Optional Water network pipe

NOTES :

The following assumptions have impact on each of the project objectives and costs estimates provided here in:

-Water pressure and lift station capacity is adequate to support new construction.

-The waste water network will discharge into the existing network.

-The storm water network will connect to new retention basin.

-If the connection points for design networks are not according to the layout plan, the constructor will present a new solution for the design networks

NOTE:

Urmatoarele presupuneri au impact in fiecare obiectiv si buget estimat prezentate aici:

-Presiunea apei potabile este suficienta pentru extinderea retelei.

-Canalizarea menajera se va conecta in reteau de canalizare existenta

-Reteaua de canalizare pluviala se va conecta intr-un bazin nou de retentie.

-Daca punctele de conectare proiectate nu sunt conforme cu planul de situatie, constructorul va propune noi solutii pentru extinderea retelelor de utilitati.

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C o n t a i n e x m p o z i t a s c o p e r i t ă

T a a

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I a i l d i n g

M

I

O v e r h e a d p r o t e c t i o n p a l l e a

M

I

S h i p p i n g a n d r e c e i v i n g

SW 22

SW 23

SW 24

SW 27

SW 25

SW 28

SW 26

SW 29

SW 30

SW 31

SW 32

SW 33

SW 34

SW 35

SW 36

SW 37

SW 38

SW 39

SW 40

SW 41

SW 42

SW 43

SW 44

SW 45

SW 46

SW 47

SW 48

SW 49

SW 50

SW 51

SW 52

SW 55

SW 54

SW 53

SW 57

SW 58

SW 59

SW 60

SW 61

SW 62

SW 63

SW 64

SW 65

SW 66

SW 67

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SW 78

SW 1

SW 3

SW 8

SW 9

SW 10

SW 11

SW 12

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SW 14

SW 15

SW 16

SW 17

SW 18

SW 19

SW 20

SW 21

SW 2

SW 4

SW 6

SW 7

SW 56

SW 5

SW 22

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

1 2 3 4 5

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

6 7 8 9 10

H

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F

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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:

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

LEGEND

Marcus Strohn

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

03/04/2017

Storm water pipe

N

0 50 150100 200

1:2500 M

General Plumbing

Overall site plan

Storm water Network

1/2500

GP201

Dan Calinescu

Florin Purcea

Storm water manhole

Retention basin

Oil/water sepatator

NOTES :

The following assumptions have impact on each of the project objectives and costs estimates provided here in:

-Water pressure and lift station capacity is adequate to support new construction.

-The waste water network will discharge into the existing network.

-The storm water network will connect to new retention basin.

-If the connection points for design networks are not according to the layout plan, the constructor will present a new solution for the design networks

NOTE:

Urmatoarele presupuneri au impact in fiecare obiectiv si buget estimat prezentate aici:

-Presiunea apei potabile este suficienta pentru extinderea retelei.

-Canalizarea menajera se va conecta in reteau de canalizare existenta.

-Reteaua de canalizare pluviala se va conecta intr-un bazin nou de retentie.

-Daca punctele de conectare proiectate nu sunt conforme cu planul de situatie, constructorul va propune noi solutii pentru extinderea retelelor de utilitati.

REFERENCE

Discharge pipe

E d

P o i n t

E n d

P o i n t

E n d

P o i n t

E n d

P o i n t

B u i l d i n g

S e w a g e s l u d g e

C o n t a i n e r 9

94.15

93.70

94.09

93.80

93.43

93.87

M H

C

M H

C

M H

C

M H

C

M H

C

M H

C

94.50

94.53

94.56

94.35

94.36

94.46

94.27

94.1

94.08

94.10

93.98

93.99

93.95

93.93

.9

94.00

94.04

94.17

.1

.1

C

G r a v e l

C

C

B A

C C a i r o u t l e t

A I R

O

P S

G e o r a d a r

G e o r a d a r

93.47

C

G e o r a d a r

G e o r a d a r

B M

B M

B M

G a t e

C

C

G a t e

C

C

J

C

C

SW 18

SW 19

SW 20

SW 21

D1000 - L =50.00m

D

L m

D m

SW 22

D

L m

D m

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

N

0 10 3020 40 50

1:500 M

MULTIMODAL IMPROVEMENTS

Access Road

Storm Water and Drainage Network

1/500

GP206

Dan Calinescu

Florin Purcea

1 2 3 4 5

A

B

C

D

E

F

G

1 2 3 4 5 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

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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:

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

03/04/2017

1 2 3 4 5

A

B

C

D

E

F

G

1 2 3 4 5 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:

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

03/04/2017

Storm water pipe

Storm water manhole

Retention basin

Oil/water sepatator

Drain pipe

Discharge pipe

Gully

NOTES :

The following assumptions have impact on each of the project objectives and costs estimates provided here in:

-Water pressure and lift station capacity is adequate to support new construction.

-The waste water network will discharge into the existing network.

-The storm water network will connect to new retention basin.

-If the connection points for design networks are not according to the layout plan, the constructor will present a new solution for the design networks

NOTE:

Urmatoarele presupuneri au impact in fiecare obiectiv si buget estimat prezentate aici:

-Presiunea apei potabile este suficienta pentru extinderea retelei.

-Canalizarea menajera se va conecta in reteau de canalizare existenta.

-Reteaua de canalizare pluviala se va conecta intr-un bazin nou de retentie.

-Daca punctele de conectare proiectate nu sunt conforme cu planul de situatie, constructorul va propune noi solutii pentru extinderea retelelor de utilitati.

Project boundary

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C o n t a i n e x m

C o n t a i n e x m p o z i t a s c o p e r i t ă

T a a

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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

X

M

I a i l d i n g

M

I

O v e r h e a d p r o t e c t i o n p a l l e a

M

I

S h i p p i n g a n d r e c e i v i n g

8.88

SW 22

SW 23

SW 24

SW 27

SW 25

SW 28

SW 26

SW 29

SW 30

SW 31

SW 32

SW 33

SW 34

SW 35

SW 36

SW 37

SW 38

SW 39

SW 40

SW 41

SW 42

SW 43

SW 44

SW 45

SW 46

SW 47

SW 48

SW 49

SW 50

SW 51

SW 52

SW 55

SW 54

SW 53

SW 58

SW 59

SW 60

SW 61

SW 62

SW 63

SW 64

SW 65

SW 66

SW 67

SW 68

SW 69

SW 70

SW 71

SW 72

SW 73

SW 74

SW 75

SW 76

SW 77

SW 78

SW 1

SW 3

SW 8

SW 9

SW 10

SW 11

SW 12

SW 13

SW 14

SW 15

SW 16

SW 17

SW 18

SW 19

SW 20

SW 2

SW 4

SW 6

SW 7

SW 56

SW 5

SW 57

SW 21

SW 22

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

1 2 3 4 5

A

B

C

D

E

F

G

1 2 3 4 5 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

LEGEND

03/04/2017

Marcus Strohn

Storm water pipe

N

0 50 150100 200

1:2500 M

General Plumbing

Overall site plan

Storm water Network

1/2500

GPX201

Dan Calinescu

Florin Purcea

Storm water manhole

Retention basin

Oil/water sepatator

NOTES :

The following assumptions have impact on each of the project objectives and costs estimates provided here in:

-Water pressure and lift station capacity is adequate to support new construction.

-The waste water network will discharge into the existing network.

-The storm water network will connect to new retention basin.

-If the connection points for design networks are not according to the layout plan, the constructor will present a new solution for the design networks

NOTE:

Urmatoarele presupuneri au impact in fiecare obiectiv si buget estimat prezentate aici:

-Presiunea apei potabile este suficienta pentru extinderea retelei.

-Canalizarea menajera se va conecta in reteau de canalizare existenta.

-Reteaua de canalizare pluviala se va conecta intr-un bazin nou de retentie.

-Daca punctele de conectare proiectate nu sunt conforme cu planul de situatie, constructorul va propune noi solutii pentru extinderea retelelor de utilitati.