A.03.09 Attachment 12 Appendix C - Survey Report.pdf

PDF 6 MB Posted Feb 9, 2023

Attached to: Request for Proposal (RFP) for Project: Petroleum, Oil, and Lubricant (POL) Increase Capacity at Kecskemet Air Base, Hungary
Solicitation number: W912GB23R0011
Issued by: Department of the Army European Command

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Topographical survey of Kecskemét Air Base

TABLE OF CONTENTS:

1. Table of contents

2. Technical memorandum

3. Location map

4. Topographical layout 1:1000

TECHNICAL MEMORANDUM

Type of work: Topographical Survey

Object Location : Kecskemét Air Base, Kecskemét, Bács-Kiskun County, Hungary

Time of field work :November 2017

Time of internal work : November 2017

1.Brief overview of the situation on the ground:

The boundaries of surveying area were determined by The Project Definition report. The total surveyed area is 129 hectare. The surveyors used two different method to capture datas, Leica Pegasus:Two mobile mapping system and Topcon Hiper SR GPS-RTK. The whole area was surveyed and scanned by the

Leica Pegasus:Two, and the rainwater drainage system was measured by GPS-RTK method with depth determination at every manhole and gully.

All of the planimetric details were drawn by extracting the point cloud except the rain water drainage

(fences, buildings, roads, footpaths, maholes, ditches, poles and so on ), contained within the limits of the established perimeter, and the surface topography and the contours also came from the point cloud based

DEM.

2. Description of work:

The defined purpose of the survey was to determine ground reality and to prepare an accurate topographical layout to be used later in the design process. For this, the coordinates of all existing entities within the perimeter, were determined by specific survey methods.

The mobile mapping's point cloud was complemented with the RTK-GPS survey. The mobile mapping uses post processing method, and both surveying are based on the same permanent station (KECS), the average base line distance was 4 km.

Fwd/Rev Separation RMS Values on unpaved surface on paved surface

East 0.008 (m) 0.002 (m)

North 0.005 (m) 0.003 (m)

Height 0.020 (m) 0.004 (m)

NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS

SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

All coordinates are based on the Hungary, Uniform National Projection System of 1972 (HD72/EOV)

All heights are based on system of level “ Baltic Sea”

3. Used instruments and software:

Leica Pegasus:Two mobile mapping system

LASER SCANNER

Z+F PROFILER® 9012

Laser class 1 (according to EN60825-1 / ANSI Z136.1)

Beam divergence < 0.5 mrad

Beam diameter Approx. 1.9 mm (at 0.1 m distance)

Ambiguity distance 119 m (above, range reading restarts at zero)

Minimum distance 0.3 m

Range resolution 0.1 mm

Data acquisition rate Max. 1.016 million pixel/sec.

Linearity error ≤ 1 mm

Range drift (full -10° C ... +45° C) < 2 mm (without reference) < 0.3 mm (with ref.)

GNSS SYSTEM

NOVATEL ProPak6 + NOVATEL GPS-703-GGG Triple-Frequency Pinwheel® GNSS Antenna

Channel Configuration

240 Channels

Signal Tracking

GPS L1, L2, L2C, L5

GLONASS L1, L2, L2C

Galileo E1, E5a, E5b, AltBOC

BeiDou3 B1, B2

SBAS

QZSS L1, L2C, L5

L-Band

Measurement Precision (RMS)

Fully independent code and carrier measurements:

GPS GLO

L1 C/A code 4 cm 8 cm

L1 carrier phase 0.5 mm 1.0 mm

L2 P(Y) code 8 cm 8 cm

L2 carrier phase 1.0 mm 1.0 mm

L2C code 8 cm 8 cm

L2C carrier phase 1.0 mm 1.0 mm

L5 code 3 cm –

L5 carrier phase 0.5 mm –

Inertial measurement unit (IMU)

Frequency 200 Hz

MTBF 35,000 hour

Gyro bias in-run stability (±deg/hr) 0.75

Gyro bias offset (deg/hr) 0.75

Gyro angular rand. walk (deg/√hr) 0.1

Gyro scale factor (ppm) 300

Gyro range (±deg/s) 450

Accelerometer bias (mg) 1

Accelerometer scale factor (ppm) 300

Accelerometer range (±g) 5

Repeatability*

Based on open sky, GPS+GLONASS processing, and phase differential. Points were measured manually from within the point cloud. A ring with 26 check points were collected 4 times, for a total of 104 observations. Check points were measured with TPS and levelling.

Resulting mean error for X,Y,Z was -0.004,-0.004,0.001 meters, and the resulting standard deviation for

X,Y,Z was 0.011,0.012,0.008 meters.

Topcon Hiper SR

Channel Configuration

226-Channel Vanguard Technology with Universal Tracking

Signal Tracking

GPS L1, L2, L2C,

GLONASS L1, L2,

SBAS L1 C/A WAAS/MSAS/EGNOS/GAGAN

QZSS L1, C/A

Antenna Type Fence Antenna

Positioning Accuracy

RTK (L1 + L2) H: 10mm + 0.8ppm

V: 15mm + 1.0ppm

Used softwares:

Post processing: NovAtel Inertial Explorer

Point cloud generation: Leica Auto Processing

RTK GPS Calculation: Topcon Magnet tools

Point cloud extraction and editing: AutoCAD Civil 3D 2017

Date: 12.12.2017 Made by:

Checked by:

D i g i t a l

G l o b e

S s t r i b u t i o n

A r b u s

M c r o s o f t

C r p o r a t i n

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BaltiAltitude

Scale

Client:

1 : 10000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017.

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

SURVEYED AREA

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

F ü v r ü l e t t ö l t ő ü r í t ő b e to n á ro k b e to n á ro k beto n á ro k f ü v e s f ü v e s f ü v e s b e t o n b e t o n a s z f a l t b e t o n b e t o n f é m f é m beto n á ro k b e to n á ro k b e to n á ro k

T a

Ta Ta Ta Ta

Ta Ta

Ta Ta Ta Ta

T a

Ta Ta Ta Ta

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.8 m

Bo tt om -1

.9 m

Bo tt om -1

.8 m

Bo tt om -1

.8 m

Bo tt om -1

.8 m

Bo tt om -2

.0 m

Bo tt om -2

.4 m

Bo tt om -0

.6 m

18 117.9

17590070

176100

175600

UNPAVED ROAD

GRAVEL ROAD

A S

P H

A S

P H

A S

P H

A S

P H

C O

N C

R E

Bo tt om -1

.5 m

Bo tt om -1

.5 m

Bo tt om -1

.4 m

Bo tt om -1

.3 m

114.00

114.50114.50

114.50

113.75

114.25

114.25 114.25

114.25

113.50

114.00

114.50

115.00 115.00

115.00

115.50

116.00

116.50

117.00

117.50

118.00

118.50

119.00

119.50

119.50 120.00

120.00

120.50 120.50

113.75

25114.25

114.25

114.75

115.25

115.75

116.25

116.75

117.25

117.75

118.25

118.75

119.25

119.75

119.75 120.25

120.25

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

MH Manhole

Flight control lights

Project:

Bikszádi utca 6/a, 1119 Budapest

LEGEND

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

Electrical junction boxes

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXX

B o k r r ü l e t

Ta Ta

T a

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

Bo tt om -1

.4 m

Bo tt om -1

.3 m

Bo tt om -1

.2 m

Bo tt om -1

.4 m

Bo tt om -1

.7 m

Bo tt om -1

.8 m

Bo tt om -1

.5 m

Bo tt om -1

.5 m

Bo tt om -1

.4 m

Bo tt om -1

.6 m

Bo tt om -1

.8 m

Bo tt om -1

.7 m

Bottom -2.17 m

Bottom -2.25 m

Bottom -2.40 m

Bottom -2.47 m

M H

Bo tt om -4

.1 m

175800

175600

175300

UNPAVED ROAD

G R

A V

E L R

O A

GRAVEL ROAD

113.00

113.50113.50

113.50

113.50 11 3.5

114.00

114.50114.50

113.25 11 3.2

5 113.25

25113.25113.25

113.25

113.75

113.75113.75 113.75113.75113.75

113.75

114.25 114.25114.25

113.50

3.2

113.00

113.50

113.25

U n s u r v e y e d a r e a

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

LEGEND

Electrical junction boxes

AutoCAD SHX Text S

AutoCAD SHX Text

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

Makadám út

F ü v r ü l e t

Ta Ta

Ta Ta Ta Ta

Ta Ta

Ta Ta Ta Ta

Ta Ta

XXX

Bo tt om -1

.8 m

Bo tt om -1

.6 m

Bo tt om -1

.9 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.6 m

Bo tt om -1

.5 m

Bo tt om -1

.4 m

Bo tt om -1

.4 m

Bo tt om -1

.3 m

Bo tt om -1

.4 m M

Bo tt om -4

.1 m

M H

Bo tt om -3

.5 m

175500

175300

UNPAVED ROAD

GRAVEL ROAD

G R

A V

E L R

O A

113.00

113.50

3.5

113.25

113.75

3.7

113.75

3.7

113.75

3.2

113.50

3.5

114.00

113.25

113.75

114.25

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

LEGEND

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

F ü v r ü l e t

F ü v r ü l e t f ü v e s

T a

Ta Ta

Bo tt om -1

.6 m

Bo tt om -1

.7 m

Bo tt om -1

.6 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.8 m

Bo tt om -1

.6 m

175500

175300

175000

UNPAVED ROAD

U N

P A

V E

O A

GRAVEL ROAD

113.00

113.00 113.00

113.50

3.5

3.2

113.25

113.75

113.00

113.50

113.25

3.2

113.25

113.25 113.25113.25113.25

113.25

113.75 113.75

113.00

113.25

3.2

113.50

3.5

114.00

113.75

114.25

Unsurveyed area

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXX

XXXXXX

M a k a d á m

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

Makadám út

B o k r r ü l e t

F ü v r ü l e t a s z f a l t

X X

XXXXX

X f ü v e s f ü v e s f ü v e s f ü v e s

Ta Ta

Ta Ta Ta Ta

Ta Ta Ta

Ta Ta

T a

Ta TaTaTaTaTaTaTaTaTaTaTaTaTa

T a

TaTa

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bo tt om -1

.8 m

Bo tt om -1

.5 m

Bo tt om -1

.5 m

Bo tt om -1

.5 m

Bo tt om -1

.6 m

Bo tt om -1

.6 m

Bo tt om -1

.5 m

Bo tt om -1

.7 m

Bo tt om -0

.3 m

Bo tt om -0

.3 m

Bo tt om -1

.7 m

Bo tt om -1

.6 m

5.170

174800

175000

174400

C O

N C

R E

D C

O N

C R

E T

O A

C O

N C

R E

UNPAVED ROAD

GRAVEL ROAD

112.00

2.5

112.50

113.00

113.50

114.00

114.50

115.00

115.50

116.00

116.50

117.00

117.50

118.00

118.50

119.00

119.50119.50

112.25

112.75

113.25

113.75

114.25

114.75

115.25

115.75

116.25

116.75

117.25

117.75

118.25

118.75

119.25

112.50

113.00

113.00 113.00

112.25

112.75

2.7

112.75

112.75112.75

113.25

113.25 113.25

112.50

113.00

113.50

112.25

112.75

112.75112.75

112.75

113.25

113.25113.25

113.25

3.2

113.25

Unsurveyed area

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

X X

XXXXXXXXXXXXXXXXX

X X

M a k a d á m

XXXXXXXXX

Makadám út

Aszfalt út

B o k r r ü l e t

E r d ő

F ü v r ü l e t

X X

XXXXXXX

XXXXXXXXXX

X X

X b e t o n á r o k b e t o n á r o k b e t o n á r o k betonárok betonárok aszfalt aszfalt 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 a s z f a l t a s z f a l t d í s z k ő d í s z k ő murva beton e r d ő e r d ő e r d ő e r d ő

F ü v r ü l e t

X X

X betonárok betonárok

X X

XXXX

X X

X a s z f a l t a s z f a l t b e t o n b e t o n aszfalt betonárok b e t o n á r o k b e t o n á r o k b e t o n á r o k b e t o n á r o k

F ü v r ü l e t

H o m o k l ö v é s z á r o k

E r d ő betonárok betonárok betonárok b e t o n á r o k b e t o n b e t o n a s z f a l t b e t o n a s z f a l t aszfalt

T a

Ta Ta

T a

Ta TaTa

T a

G G

G G G

M M

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

Bottom -1.65 m

Bo tt om -1

.6 m

Bo tt om -1

.7 m

Bo tt om -1

.7 m

Bottom -2.20 m

Bottom -2.18 m

Botto m -1.18 m

Botto m -1.16 m

Botto m -1.33 m

Bo tt om -1

.6 m

Bo tt om -1

.4 m

Bo tt om -1

.4 m

174700

174400

C O

N C

R E

D C

O N

C R

E T

O A

C O

N C

R E

ASPHALT ROAD

GRAVEL ROAD

Botto m -1.72 m

Bottom -2.10 m

Bottom -0.60 m

Bottom -0.90 m

112.00

112.50

2.5

112.50

2.5

112.50

113.00

113.50

114.00

114.50

115.00

115.50

116.00

116.50

117.00

117.50

118.00

118.50

119.00

119.50119.50

112.25

112.75

113.25

113.75

114.25

114.75

115.25

115.75

116.25

116.75

117.25

117.75

118.25

118.75

119.25

2.5

112.50

112.25

2.7

112.75

2.7

112.75112.75

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

LEGEND

Electrical junction boxes

AutoCAD SHX Text S

X X a s z f a lt

X X

175000

113.50

114.00

113.75

113.75 114.25 114.25

113.50

114.00

113.75

114.50

115.00

114.75

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT

500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

X X

K u t y a k n n e l n a to 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 z ó t o s f z ó t o s f ü v e s f z ó t o s

N y i t o z í n n a

R a k t á r n a

I r o d a n a a s z f a lt a s z f a lt f ü v e s f ü v e s f ü v e s a s z f a l t m a k a d á m m a k a d á m a s z f a l t e r d ő

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 r o z ó f a c s o p o r t e r d ő

Botto m -1.02 m

Botto m -1.20 m

Botto m -1.10 m

Botto m -0.71 m

Botto m -1.38 m

Botto m -1.30 m

Botto m -1.17 m

Botto m -0.90 m

Botto m -1.41 m

Botto m -1.57 m

Botto m -1.63 m

Botto m -1.46 m

Botto m -1.54 m

Botto m -1.67 m

Botto m -1.40 m

Botto m -1.51 m

Botto m -1.52 m

Botto m -0.77 m

Botto m -1.66 m

Botto m -1.84 m

Botto m -1.77 m

Botto m -3.70 m

Botto m -1.94 m

Botto m -0.93 m

Botto m -0.90 m

DN200

Oil Trap Oil Trap

Pump Pump

Oil Trap Oil Trap

175000

A S

P H

A L T

R O

A D

A S

P H

A D

A S

P H

A L T

R O

A D

114.50 114.50

114.50

115.00

115.50

116.00

116.50

117.00

117.50

118.00

118.50

119.00

119.50

120.00

0.0

120.00

120.50

121.00

1.0

121.50

122.00

122.50

123.00

123.50

123.50123.50

123.50

114.25

114.25 114.25

114.75

4.7

114.75

115.25

115.75

116.25

116.75

117.25

117.75

118.25

118.75

119.25

119.75

9.7

119.75

120.25

0.7

120.75

0.7

121.25

1.2

121.75

122.25

122.75

2.7

123.25

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT 500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

LEGEND

Electrical junction boxes

AutoCAD SHX Text S

AutoCAD SHX Text tű.

AutoCAD SHX Text S

AutoCAD SHX Text tű.

AutoCAD SHX Text S

AutoCAD SHX Text S tű.

k r o s f ü v e s a s z f a l t b e t o n b e t o n f ü v e s

X f ü v e s f ü v e s f ü v e s a s z f a l t b e t o n f ü v e s b e t o n f a l a s z f a l t e r d ő e r d ő f z ó t o s f z ó t o s f ü v e s r a k t á r n a a s z f a l t a s z f a l t b e t o n r a k t á r n a

I r o d a n a b e t o n r a k t á r n a f ü v e s s z i v a t t y ú s z i v a t t y ú b e to n f ü v e s f ü v e s b e t o n

X f ü v e s f ü v e s x x x x l ö v é s z á r o k f e g y v r ö l t ő ü r í t ő je la d ó v e z e té k je la d ó v e z e té k je la d ó v e z e té k je la d ó v e z e té k je la d ó v e z e té k je la d ó v e z e té k r a k t á r á r o k f ü v e s a s z f a l t b e t o n ő r t o r o n y x x t ü z i v r o z ó ü z e m a n y g r o l ó ü z e m a n y g r o l ó árok á r o k b e t o n b e t o n a s z f a l t a s z f a l t k o n t é n e r k o n t é n e r k o n t é n e r k o n t é n e r k o n t é n e r 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 x x g é p h á z g é p h á z a s z f a l t 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 f o l y ó k a f o l y ó k a a s z f a l t 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 t ö r e d e z e z f a l t t ö r e d e z e z f a l t b e t o n

Bo tto m -0

.7 m

Bo tto m -0

.5 m

Botto m -1.15 m

Botto m -1.21 m

Botto m -1.32 m

Botto m -0.51 m

Botto m -1.40 m

Botto m -1.49 m

Botto m -0.96 m

Botto m -1.37 m

Bottom -0.85 m

Bottom -2.70 m

Bottom -0.96 m

Oi l T ra p

174500

174500 N

113.00

3.5

113.50

114.00

114.0011 4.

114.00

114.50

115.00

115.50

116.00

116.00 116.00

116.50

117.00

117.50

118.00

118.50

119.00

119.50

120.00

120.50

121.00

121.50

122.00

2.5

122.50

3.0

123.00

113.25

113.75

114.25

114.25 114.25

114.75

115.25

115.75

116.25

116.75

117.25

117.75

118.25

118.75

119.25

119.75

120.25

120.75

1.2

121.25

121.75

122.25

122.75

Surveyed by

Edited/drawn by

Checked by

Date

Town

Date/Projection

HD-72

BalticAltitude

Scale

Client:

1 : 1000

István Zombor

Mária u.10, 5000 Szolnok

Bányamérési Agrotechnikai és

Ingatlangazdálkodási Kft.

Gábor Kovács

30.11.2017

Tebodin Hungary Kft.

Balázs Lévai

Kecskemét

KECSKEMÉT AIR BASE,

Project:

Bikszádi utca 6/a, 1119 Budapest

HUNGARY CONSTRUCT PARALLEL TAXIWAY

Pag./Sh

Din/Of

1 2 3 4 5 6

SCHEMA DE DISPUNERE A PLANSELOR

PLANS ARRANGEMENT 500 100 200 400

SURVEY NOTES :

1) SYSTEM OF PROJECTION "HUNGARY, UNIFORM NATIONAL PROJECTION SYSTEM OF 1972 (HD72/EOV)"

2) SISTEM OF LEVEL ''BalticC SEA ''

3) EXISTING CONDITIONS AND ELEVATIONS SHOWN HEREON ARE BASED FROM A FIELD OBSERVATIONS PERFOMED ON 14-11-2017

BY CENTRAL GEO Ltd. AND ACCURATELY DEPICT THE EXISTING CONDITIONS AS LOCATED ON THE DATE SHOWN HEREON.

THE RELATIVE CONDITIONS AS DEPICTED MAY CHANGE SUBSEQUENT TO THE DATE LOCATED DUE TO THE SUBSIDENCE OR UPHEAVAL

OF THE SOIL, ADDITION OR REMOVAL OF THE SOIL BY ACTS OF MAN, EROSION BY WIND OR WATER OR OTHER FACTORS.

THEREFORE, THIS LAYOUT MAY NOT ACCURATELY DEPICT THE CONTOURS OF THE ABOVE AREA AFTER THE DATE OF SURVEY.

4) NO UNDERGROUND UTILITIES WERE MEASURED OR LOCATED AS PART OF THIS SURVEY, EXCEPT THE RAINWATER DRAINAGE SYSTEM.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Manhole

Concerte foundation

Concrete tile pavement

Bottom of bank

Top of bank

Solpes

Buildings

Edge of forest

Grip

Fence

Oil Pipe

Asphalt Road

Concrete road

Dirt/Gravel road

Unpaved road

Drainage

Pipeline cathodic protection test post Concrete pole Gully

Fire hydrant

Lightning rod

Pipeline marker post

MH Manhole

Flight control lights

LEGEND

Electrical junction boxes

AutoCAD SHX Text S

AutoCAD SHX Text tű.

AutoCAD SHX Text S

AutoCAD SHX Text tű.

AutoCAD SHX Text S

AutoCAD SHX Text S tű.

Lapok és nézetek

A_E_C_Standard-1 A1_1

A_E_C_Standard-1 A1_2

A_E_C_Standard-1 A1_3

A_E_C_Standard-1 A1_4

A_E_C_Standard-1 A1_5

A_E_C_Standard-1 A1_6

A_E_C_Standard-1 A1_7

A_E_C_Standard-1 A1_8

A_E_C_Standard-1 A1_9

File details come from the government source that posted it. Updated Feb 9, 2023.