Contact

Post:

Civil Aviation Authority of Viet Nam
Air Navigation Department
119 Nguyen Son Street,
Long Bien District
Ha Noi, Viet Nam

Telephone:  (84-24) 38 274 191

Telephone:  (84-24) 38 723 600

Fax:  (84-24) 38 274 194

Web:  http://caa.gov.vn

Email:  and@caa.gov.vn

AIP Supplement for VIET NAM

AIP SUP

41/24

Effective from 28 NOV 2024

to PERM

Published on 31 OCT 2024

  PAVEMENT CLASSIFICATION RATING (PCR) AT 22 AIRPORTS/AERODROMES (AD)

1 — INTRODUCTION

This section supplements the following portion(s) of the AIP: AD.

In compliance with the recommendation of the International Civil Aviation Organization (ICAO) on the publication of the Pavement Classification Rating (PCR) of RWYs, TWYs, and aprons with effective from 28 NOV 2024, this AIP Supplement aims at notifying the PCR values replacing the PCN values at 22 airports/airports in Viet Nam (AD).

2 — DETAILS

The new PCR values for aircraft pavement strength will supersede the existing pavement classification number (PCN) values in AIP Viet Nam.

Note:

  1. These values are referenced to items AD 2.8: Aprons, TWYs and check locations/position data, AD 2.12: RWY physical characteristics and 3 related charts.

  2. Currently, Dong Hoi, Da Nang, Noi Bai, Tan Son Nhat Airports are only show PCR values on layout of aircraft Parking/Docking chart due to construction progress.

2.1  BUON MA THUOT - VVBM

2.1.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVBM AD 2.8, page AD 2-VVBM-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Stands 1, 2, 3, 4 and 5), Cement concrete, PCR 520/R/B/W/U

2

Taxiway designation, width, surface and strength

  1. Taxiway P, 18 M, Bituminous concrete, PCR 410/F/B/W/U

3

Altimeter checkpoint location and elevation

  1. Location: NIL

  2. Elevation: NIL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

NIL

2.1.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVBM AD 2.12, page AD 2-VVBM-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
09090.96° 3 000 x 45

410/F/B/W/U

Bituminous concrete

124006.80N

1080623.30E

NIL

NIL

THR 521.5 M

NIL

27270.96° 3 000 x 45

410/F/B/W/U

Bituminous concrete

124005.16N

1080802.71E

NIL

NIL

THR 527 M

NIL

2.1.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVBM-2-1

    See page 3 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVBM-4-1

    See page 4 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVBM-5-1

    See page 5 for details

Figure 1. Aerodrome Chart – ICAO
../graphics/123351
Figure 2. Aircraft Parking/Docking Chart – ICAO
../graphics/123353
Figure 3. Aerodrome Ground Movement Chart – ICAO
../graphics/123356

2.2  CHU LAI - VVCA

2.2.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVCA AD 2.8, page AD 2-VVCA-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron 1 (stands 1, 2, 3, 4, 5, 6, 7, 8), Cement concrete, PCR 420/R/B/X/U

  1. Apron 2: Is not used

  1. Apron 3: Military apron controlled by military

2

Taxiway designation, width, surface and strength

  1. Parallel TWY E1, 25 M, Cement concrete, PCR 420/R/B/X/U

  2. Connecting TWY E2, 153 M, Cement concrete, PCR 420/R/B/X/U

  3. Connecting TWY E3, 23 M, Cement concrete, PCR 420/R/B/X/U

  4. Connecting TWY E4, 23 M, Cement concrete, PCR 420/R/B/X/U

  5. Connecting TWY E5, 23 M, Cement concrete, PCR 420/R/B/X/U

  6. Connecting TWY E6, 84 M, Cement concrete, PCR 420/R/B/X/U

3

Altimeter checkpoint location and elevation

  1. Location: At aircraft stands

  2. Elevation: Corresponding to each aircraft stand

4

INS checkpoints

  1. Coordinates:152353.52N 1084301.07E

    Bearing: 313°

    Distance: 02 NM

    Frequency: 115.2 MHZ

5

INS checkpoints

NIL

6

Remarks

Taxiways A2, A3, A4 and A6 are only used for military aircraft

2.2.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVCA AD 2.12, page AD 2-VVCA-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
14 134.60°3 050 x 45

420/R/B/X/U

Cement concrete

152456.37N

1084144.71E

NIL

NIL

THR 7.8 M

NIL

32314.60°3 050 x 45

420/R/B/X/U

Cement concrete

152346.78N

1084257.62E

NIL

NIL

THR 6 M

NIL

2.2.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCA-2-1

    See page 8 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCA-4-1

    See page 9 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCA-5-1

    See page 10 for details

Figure 4. Aerodrome Chart – ICAO
../graphics/123360
Figure 5. Aircraft Parking/Docking Chart – ICAO
../graphics/123361
Figure 6. Aerodrome Ground Movement Chart – ICAO
../graphics/123363

2.3  CAT BI - VVCI

2.3.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVCI AD 2.8, page AD 2-VVCI-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Including stands from 1 to 3), Cement concrete, PCR 640/R/A/W/U

  2. Apron (Including stands: 4A, 5, 5A, 6, 7, 8, 9, 10, 11, 11A), Cement concrete, PCR 680/R/B/W/U

  3. Apron (Including stands: 1A, 1B, 1C, 1D, 1E, 1F), Bituminous concrete, PCR 250/F/B/X/U

  4. Apron (Including stands from 12 to 20), Cement concrete, PCR 720/R/A/W/U

2

Taxiway designation, width, surface and strength

  1. TWY N, 23 M, Cement concrete, PCR 740/R/A/W/U

  2. Connecting TWY N1, 105 M, Cement concrete, PCR 720/R/A/W/U

  3. TWY N4 (1/2 TWY N4 adjacent to RWY 07/25), 27 M, Bituminous concrete, PCR 680/R/B/X/U

  4. TWY N4 (1/2 TWY N4 adjacent to parallel TWY N), 27 M, Cement concrete, PCR 680/R/B/X/U

  5. Connecting TWY N7, 105 M, Cement concrete, PCR 720/R/A/W/U

  6. TWY W3, 40 M, Cement concrete, PCR 740/R/B/W/U

  7. TWY W4, 40 M, Cement concrete, PCR 680/R/B/X/U

3

Altimeter checkpoint location and elevation

NIL

4

INS checkpoints

  1. Coordinates: 204903.88N 1064322.16E

    Azimuth: 148°

    Distance: 0.2 NM

    Frequency: 117.400 MHZ

5

INS checkpoints

NIL

6

Remarks

  1. Connecting TWY N1 combines as turn pad of RWY 25: Dimension 178 x 105 M

  2. Connecting TWY N7 combines as turn pad of RWY 07: Dimension 130 x 105 M

2.3.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVCI AD 2.12, page AD 2-VVCI-1-9, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
07072.33° 3 050 x 45

620/F/B/W/U

Bituminous concrete

204845.87N

1064233.10E

NIL

NIL

THR 2.5 M

NIL

25252.33° 3 050 x 45

620/F/B/W/U

Bituminous concrete

204915.97N

1064413.60E

NIL

NIL

THR 3.0 M

NIL

2.3.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCI-2-1

    See page 13 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCI-4-1

    See page 14 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCI-5-1

    See page 15 for details

Figure 7. Aerodrome Chart – ICAO
../graphics/123302
Figure 8. Aircraft Parking/Docking Chart – ICAO
../graphics/123303
Figure 9. Aerodrome Ground Movement Chart – ICAO
../graphics/123304

2.4  CA MAU - VVCM

2.4.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVCM AD 2.8, page AD 2-VVCM-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

Apron (Stands 1, 2, 3, 4), Bituminous concrete, PCR 250/F/C/Y/U

2

Taxiway designation, width, surface and strength

TWY 15 M, Bituminous concrete, PCR 373/F/C/X/T

3

Altimeter checkpoint location and elevation

Mức cao: At aircraft stands

Elevation: Corresponding to each aircraft stand

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

  1. Turn pad located on the beginning of RWY 09 and the beginning of RWY 27:

    1. Dimensions: 50 M x 45 M.

    2. Strength: PCN: 19/F/C/Y/T

  2. Operational capacity of turn pad: Used for aircraft up to ATR 72, E190 and equivalent.

2.4.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVCM AD 2.12, page AD 2-VVCM-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
09091.54° 1 500 x 30

236/F/C/X/T

Bituminous concrete

091039.54N

1051015.78E

NIL

NIL

THR 2 M

NIL

27271.54° 1 500 x 30

236/F/C/X/T

Bituminous concrete

091038.22N

1051104.89E

NIL

NIL

THR 1 M

NIL

2.4.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCM-2-1

    See page 18 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCM-4-1

    See page 19 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCM-5-1

    See page 20 for details

Figure 10. Aerodrome Chart – ICAO
../graphics/123334
Figure 11. Aircraft Parking/Docking Chart – ICAO
../graphics/123336
Figure 12. Aerodrome Ground Movement Chart – ICAO
../graphics/123339

2.5  CAM RANH - VVCR

2.5.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVCR AD 2.8, page AD 2-VVCR-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (including stands from 31 to 42, from 51 to 71), Cement concrete, PCR 650/R/A/W/U

2

Taxiway designation, width, surface and strength

  1. TWY G1, 23 M, Cement concrete, PCR 470/R/B/X/U

  2. TWY G3, 23 M, Cement concrete, PCR 470/R/B/X/U

  3. TWY G5, 23 M, Cement concrete, PCR 470/R/B/X/U

  4. TWY G7, 23 M, Cement concrete, PCR 650/R/A/W/U

  5. TWY W, 23 M, Cement concrete, PCR 470/R/B/X/U

  6. TWY W1, 23 M, Cement concrete, PCR 470/R/B/X/U

  7. TWY W3, 23 M, Cement concrete, PCR 470/R/B/X/U

  8. TWY W5, 23 M, Cement concrete, PCR 470/R/B/X/U

  9. TWY W6, 23 M, Cement concrete, PCR 470/R/B/X/U

  10. TWY W7, 23 M, Cement concrete, PCR 650/R/A/W/U

  11. TWY Y5 (1/2 TWY Y5 adjacent to apron), 23 M, Cement concrete, PCR 650/R/A/W/U

  12. TWY Y5 (1/2 TWY Y5 adjacent to TWY W), 23 M, Bituminous concrete, PCR 510/R/B/X/U

  13. TWY Y6 (1/2 of TWY Y6, the portion adjacent to TWY W), 23 M, Cement concrete (TWY edge: bituminous concrete), PCR 470/R/B/X/U

  14. TWY Y6 (1/2 of TWY Y6, the portion adjacent to apron), 23 M, Cement concrete (TWY edge: bituminous concrete), PCR 650/R/A/W/U

  15. TWY Y7, 23 M, Cement concrete, PCR 650/R/A/W/U

3

Altimeter checkpoint location and elevation

  1. Location: At aircraft stands

  2. Elevation: Corresponding to each aircraft stand

4

INS checkpoints

  1. Located: On TWY W1, 120 M FM RCL of the beginning of RWY THR 02L

    Coordinates: 115907.97N - 1091249.68E (WGS-84)

    FREQ: 116.500 MHZ

5

INS checkpoints

NIL

6

Remarks

  1. TWYs using for both civil and military flight operations: W, Y5, Y6, Y7, W3, W5, W6, W7, G1, G3, G5, G7.

  2. TWYs using for military flight operations: W4, E, E1, E3, E5, E7, Y3, Y4, D1, D2, D3, D4, D5.

2.5.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVCR AD 2.12, page AD 2-VVCR-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
02L019°3 051 x 45

510/R/B/X/U

Cement concrete

115906.25N

1091253.28E

NIL

NIL

THR 6 M

NIL

20R199°3 051 x 45

510/R/B/X/U

Cement concrete

120040.24N

1091325.86E

NIL

NIL

THR 14.1 M

NIL

02R019°3 048 x 45

650/R/A/W/U

Cement concrete

115853.85N

1091259.63E

NIL

NIL

THR 4.6 M

NIL

20L199°3 048 x 45

650/R/A/W/U

Cement concrete

120027.73N

1091332.16E

NIL

NIL

THR 10.6 M

NIL

2.5.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCR-2-1

    See page 24 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCR-4-1

    See page 25 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCR-5-1

    See page 26 for details

Figure 13. Aerodrome Chart – ICAO
../graphics/123364
Figure 14. Aircraft Parking/ Docking Chart – ICAO
../graphics/123366
Figure 15. Aerodrome Ground Movement Chart – ICAO
../graphics/123368

2.6  CON DAO - VVCS

2.6.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVCS AD 2.8, page AD 2-VVCS-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

Apron (Stands 1,2, 3, 4), Bituminous concrete, PCR 190/F/B/X/U

2

Taxiway designation, width, surface and strength

TWY E2, 15 M, Bituminous concrete, PCR 190/F/B/X/U

3

Altimeter checkpoint location and elevation

Mức cao: At aircraft stands

Elevation: Corresponding to each aircraft stand

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

NIL

2.6.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVCS AD 2.12, page AD 2-VVCS-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
11109.34° 1 829 x 30

190/F/B/X/U

Bituminous concrete

084405.01N

1063729.24E

NIL

NIL

THR 5 M

NIL

29289.34° 1 829 x 30

190/F/B/X/U

Bituminous concrete

084345.29N

1063825.69E

NIL

NIL

THR 6 M

NIL

2.6.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCS-2-1

    See page 29 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCS-4-1

    See page 30 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCS-5-1

    See page 31 for details

Figure 16. Aerodrome Chart – ICAO
../graphics/123357
Figure 17. Aircraft Parking/Docking Chart – ICAO
../graphics/123358
Figure 18. Aerodrome Ground Movement Chart – ICAO
../graphics/123359

2.7  CAN THO - VVCT

2.7.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVCT AD 2.8, page AD 2-VVCT-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Stands from 1 to 6), Cement Concrete, PCR 960/R/C/X/U

  2. Apron (Stands from 7 to 11), Cement concrete, PCR 740/R/A/X/U

2

Taxiway designation, width, surface and strength

  1. TWY S4, 23 M, Polymer concrete, PCR 640/F/C/X/U

3

Altimeter checkpoint location and elevation

  1. Location: RWY 06

  2. Elevation: 3M

4

INS checkpoints

  1. Position: At the runway-holding position on TWY S4, 90 M from the runway centre line

    Coordinates: 100459.36005N - 1054237.85654E

    Azimuth: 270

    Distance: 0.3 NM

5

INS checkpoints

NIL

6

Remarks

  1. Military TWYs and aprons see page AD 2-VVCT-2-1.

2.7.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVCT AD 2.12, page AD 2-VVCT-1-9, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
06060°3 000 x 45

640/F/C/X/U

Polymer concrete

100437.01N

1054151.48E

NIL

NIL

THR 3.0 M

NIL

24240°3 000 x 45

640/F/C/X/U

Polymer concrete

100525.80N

1054316.82E

NIL

NIL

THR 2.9 M

NIL

2.7.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCT-2-1

    See page 34 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCT-4-1

    See page 35 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVCT-5-1

    See page 36 for details

Figure 19. Aerodrome Chart – ICAO
../graphics/123322
Figure 20. Aircraft Parking/Docking Chart – ICAO
../graphics/123324
Figure 21. Aerodrome Ground Movement Chart – ICAO
../graphics/123326

2.8  DIEN BIEN - VVDB

2.8.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVDB AD 2.8, page AD 2-VVDB-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron, Cement concrete, PCR 650/R/A/W/U

2

Taxiway designation, width, surface and strength

  1. TWY E2, 15 M, Cement concrete, PCR 610/R/A/W/T

3

Altimeter checkpoint location and elevation

  1. Location: At aircraft stands

  2. Elevation: Corresponding to each aircraft stand

4

INS checkpoints

  1. Coordinates: 212408.55N 1030004.91E

    Bearing: 168°

    Distance: 1.8 NM

    Frequency: 113.6 MHZ

5

INS checkpoints

NIL

6

Remarks

NIL

2.8.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVDB AD 2.12, page AD 2-VVDB-1-9, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
17166.37°2400 x 45

610/R/A/W/T

Cement concrete

212423.64N

1025957.76E

NIL

NIL

THR 485 M

NIL

35346.37°2400 x 45

610/R/A/W/T

Cement concrete

212307.81N

1030017.39E

NIL

NIL

THR 481 M

NIL

2.8.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVDB-2-1

    See page 39 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVDB-4-1

    See page 40 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVDB-5-1

    See page 41 for details

Figure 22. Aerodrome Chart - ICAO
../graphics/123440
Figure 23. Aircraft Parking/Docking Chart – ICAO
../graphics/123335
Figure 24. Aerodrome Ground Movement Chart - ICAO
../graphics/123307

2.9  DONG HOI - VVDH

2.9.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVDH AD 2.8, page AD 2-VVDH-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (aircraft stands 1, 2), Cement Concrete, PCR 580/R/B/X/U

  2. Apron (aircraft stands 3, 4 and 4A), Cement Concrete, PCR 630/R/B/X/U

2

Taxiway designation, width, surface and strength

  1. TWY E2, 18 M, cement concrete, PCR 580/R/B/X/U

3

Altimeter checkpoint location and elevation

NIL

4

INS checkpoints

  1. Position: Located on the left of TWY when aircraft taxi from apron to RWY

    Coordinates: 173052N 1063525E

    Frequency: 116.200 MHZ

5

INS checkpoints

NIL

6

Remarks

  1. Turn pad located on the beginning of RWY 11 and the beginning of RWY 29:

    1. Dimensions: 35 x 65 x 23 M

    2. Strength: PCR 580/R/B/X/U

    3. Surface: Cement concrete

2.9.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVDH AD 2.12, page AD 2-VVDH-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
11114°2 400 x 45

580/R/B/X/U

Cement concrete

173104.24N

1063505.18E

NIL

NIL

THR 16 M

NIL

29294°2 400 x 45

580/R/B/X/U

Cement concrete

173032.38N

1063619.47E

NIL

NIL

THR 11.2 M

NIL

2.9.3  ADJUSTMENT OF RELATED CHART

Layout of Aircraft Parking/Docking Chart – ICAO

See page 44 for details

Figure 25. LAYOUT OF AIRCRAFT PARKING/DOCKING CHART
../graphics/123308

2.10  LIEN KHUONG - VVDL

2.10.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVDL AD 2.8, page AD 2-VVDL-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. APN 1:

    1. Stands 1, 1R, 2, 3, 4, Cement concrete, PCR 530/R/C/X/U

    2. Stands 5, 5R, 6, 7, 8, 8R, 8L, 9 and 9A, Cement concrete, PCR 670/R/B/W/U

  2. APN 2 (stands 10 and 11), Bituminous concrete, PCR 440/F/C/X/U

  3. Turn pad located at the end of RWY 09, PCR 420/F/C/X/U

2

Taxiway designation, width, surface and strength

  1. Parallel TWY, 23 M, Bituminous concrete, PCR 470/F/B/X/U

  2. Connecting TWY E1, 23 M, Bituminous concrete, PCR 470/F/B/X/U

  3. Connecting TWY E2:

    1. Portion from RWY to parallel TWY, 23 M, Bituminous concrete, PCR 470/F/B/X/U

    2. Portion from parallel TWY to APN 2, 18 M, Bituminous concrete, PCR 460/F/B/X/U

3

Altimeter checkpoint location and elevation

Mức cao: Không

Elevation: NIL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

NIL

2.10.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVDL AD 2.12, page AD 2-VVDL-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
09086.91° 3 250 x 45

420/F/C/X/U

Bituminous concrete

130213.43N

1082048.99E

NIL

NIL

THR 929.0 M

NIL

27 266.91° 3 250 x 45

420/F/C/X/U

Bituminous concrete

114513.75N

1082236.14E

NIL

NIL

THR 962 M

NIL

2.10.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVDL-2-1

    See page 47 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVDL-4-1

    See page 48 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVDL-5-1

    See page 49 for details

Figure 26. Aerodrome Chart – ICAO
../graphics/123327
Figure 27. Aircraft Parking/Docking Chart – ICAO
../graphics/123328
Figure 28. Aerodrome Ground Movement Chart – ICAO
../graphics/123331

2.11  DA NANG - VVDN

2.11.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVDN AD 2.8, page AD 2-VVDN-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Including stands from 1 to 12, 14 to 22), Cement concrete, PCR 770/R/A/W/U

  2. Apron (Including stands 23, 24, 25, 26, 27), Cement concrete, PCR 780/R/B/W/U

  3. Apron (Including stands from 28 to 36), Cement concrete, PCR 770/R/A/X/U

  4. Apron (Including stands 3M, 4M, 5M), Cement concrete, PCR 300/R/B/W/U

2

Taxiway designation, width, surface and strength

  1. TWY E, 23 M, Cement concrete, PCR 670/R/A/X/U

  2. Extended TWY E (the portion from stand 5 to stand 1), 23 M, Cement concrete, PCR 770/R/A/W/U

  3. TWY E1, 57 M, Cement concrete, PCR 670/R/A/W/U

  4. TWY E2, 31 M, Cement concrete, PCR 670/R/A/W/U

  5. TWY E3, 31 M, Cement concrete, PCR 670/R/A/W/U

  6. TWY E4, 31 M, Cement concrete, PCR 670/R/A/W/U

  7. TWY E6 (connecting TWY), 61 M, Cement concrete, PCR 670/R/A/W/U

  8. TWY E7, 31 M, Cement concrete, PCR 670/R/A/W/U

  9. TWY G1 (connecting TWY), 61 M, Cement concrete, PCR 500/R/B/X/U

  10. TWY G2 (connecting TWY), 23 M, Bituminous concrete, PCR 500/F/B/X/U

  11. TWY G4 (connecting TWY), 23 M, Bituminous concrete, PCR 500/F/B/X/U

  12. TWY G6 (connecting TWY), 61 M, Cement concrete, PCR 500/R/B/X/U

  13. TWY W (parallel TWY), 23 M, Cement concrete, PCR 470/R/B/X/U

  14. TWY W1, 60 M, Cement concrete, PCR 470/R/B/X/U

  15. TWY W2, 23 M, Cement concrete, PCR 470/R/B/X/U

  16. TWY W4, 23 M, Cement concrete, PCR 470/R/B/X/U

  17. TWY W5 (high speed TWY), 23 M, Cement concrete, PCR 470/R/B/X/U

  18. TWY W6 (connecting TWY),152 M, Cement concrete, PCR 500/R/B/X/U

3

Altimeter checkpoint location and elevation

Mức cao: At aircraft stands

Elevation: Corresponding to each aircraft stand

4

INS checkpoints

  1. Position: Located on the centre line of TWY E (a portion between of TWY E1 and TWY E2, 6 M from the holding position on TWY E to the North)

    Coordinates: 160157.03N - 1081212.44E

    Azimuth: 166°

    Distance: 1.25 NM

    Frequency: 114.400 MHZ

5

INS checkpoints

NIL

6

Remarks

  1. TWYs W1, W2, W5: Not be used for civil aircraft.

  2. TWYs W4: Only used for aircraft with wingspan up to but not including 24 M

2.11.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVDN AD 2.12, page AD 2-VVDN-1-12, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
17L172.01° 3 500 x 45

610/R/A/W/U

Cement concrete

160337.34N

1081152.80E

NIL

NIL

THR 7 M

NIL

35R352.01° 3 500 x 45

610/R/A/W/U

Cement concrete

160144.57N

1081209.17E

NIL

NIL

THR 8.7 M

NIL

17R172.01° 3 049 x 45

460/F/B/X/U

Bituminous concrete

160326.70N

11081147.08E

NIL

NIL

THR 7 M

NIL

35L352.01° 3 049 x 45

460/F/B/X/U

Bituminous concrete

160148.48N

1081201.34E

NIL

NIL

THR 7.3 M

NIL

2.11.3  ADJUSTMENT OF RELATED CHART

Aircraft Parking/Docking Chart – ICAO

See page 53 for details

Figure 29. VVDN_ Layout of Aircraft Parking/Docking Chart
../graphics/123371

2.12  NOI BAI - VVNB

2.12.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVNB AD 2.8, page AD 2-VVNB-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron 1:

    1. Stands (1A, 1B, 2A, 3A, 3B, 4A, 5A, 5B, 6A, 7A, 7B, 30A, 31A, 32A, 33A, 34A, 34B), Cement concrete, PCR 650/R/A/W/U

    2. Stands (8, 9, 11, 11A, 10, 29, 37, 38, 39, 40, 41, 42, 46, 53, 56, 57, 58, 58A, 58B, 58C, 58D), Cement concrete, PCR 660/R/B/W/U

    3. Stands (12, 12A, 12B, 12C, 12D, 14, 15, 16, 17, 17A, 17B, 18, 18A, 18B, 19, 20, 21, 22, 23, 23A, 23B, 24, 24A, 24B, 25, 26, 27, 28, 28A, 28B, 35, 35A, 35B, 36, 36A, 36B, 43, 43A, 44, 44A, 45, 47, 47A, 48, 48A, 49, 50, 51, 52, 54, 54A, 54B, 55, 55A, 55B), Cement concrete, PCR 740/R/B/W/U

  2. Apron 2 (Stands 71, 72, 73, 74, 75, 75A, 76, 77, 77A, 78, 79, 79A, 80, 81, 81A, 82, 83, 84, 85, 86), Cement concrete, PCR 990/R/B/W/U

  3. Hangar Apron (1H, 2H, 3H, 9H), Cement Concrete, PCR 600/R/B/W/U

  4. Military Apron (QS1, QS1A, QS2, QS2A, QS3, QS3A, QS4, QS4A, QS5, QS6, QS7, QS8, QS9, QS10, QS11), Cement Concrete, PCR 550/R/C/W/U

2

Taxiway designation, width, surface and strength

 
2

Taxiway designation, width, surface and strength

  1. TWY N (Main Northern TWY), 18 M, Cement concrete, PCR 550/R/C/W/U

  2. TWY N1, 18 M, Cement concrete, bituminous concrete, PCR 550/R/C/W/U

  3. TWY N2, 18 M, Cement concrete, bituminous concrete, PCR 550/R/C/W/U

  4. TWY N3, 14 M, Cement concrete, bituminous concrete, PCR 550/R/C/W/U

  5. TWY N4, 18 M, Cement concrete, bituminous concrete, PCR 550/R/C/W/U

  6. TWY N5, 18 M, Cement concrete, bituminous concrete, PCR 550/R/C/W/U

  7. TWY P3 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  8. TWY P4 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  9. TWY P5 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  10. TWY P6 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  11. TWY P7 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  12. TWY P8 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  13. TWY P9 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  14. TWY S (Parallel TWY):

    1. A portion from the intersection TWY S and TWY S1/V1 to the intersection of TWY S and TWY S3/V3, 23 M, Cement concrete, PCR 1040/R/B/W/U

    2. A portion from the intersection TWY S and TWY S3/V3 to the intersection of TWY S and S8/V8, 23 M, Cement concrete, PCR 740/R/B/W/U

    3. A portion from the intersection TWY S and S8/V8 to the intersection of TWY S and TWY S10, 23 M, Cement concrete, PCR 1040/R/B/W/U

  15. TWY S1 (Connecting TWY), 23 M, Cement Concrete, PCR 1040/R/B/W/U

  16. TWY S3 (Connecting TWY), 23 M, Cement Concrete, PCR 550/R/C/W/U

2

Taxiway designation, width, surface and strength

  1. TWY S4 (Rapid exit TWY), 28 M, Cement Concrete, PCR 1040/R/B/W/U

  2. TWY S5 (Connecting TWY), 23 M, Cement Concrete, PCR 1040/R/B/W/U

  3. TWY S6 (Connecting TWY), 27 M, Cement Concrete, PCR 550/R/C/W/U

  4. TWY S7 (Rapid exit TWY), 27 M, Cement Concrete, PCR 740/R/B/W/U

  5. TWY S8 (Connecting TWY), 23 M, Cement concrete, PCR 550/R/C/W/U

  6. TWY S9 (Connecting TWY), 23 M, Cement concrete, PCR 1040/R/B/W/U

  7. TWY S10 (Connecting TWY), 23 M, Cement concrete, PCR 670/R/B/W/U

  8. TWY V (TWY on apron):

    1. A portion from TWY V1 to TWY V7 on apron 1, 23 M, Cement Concrete, PCR 740/R/B/W/U

    2. A portion from TWY V7 to TWY V8 on hangar apron), 23 M, Cement concrete, PCR 600/R/B/W/U

    3. A portion on apron 2, 23 M, Cement Concrete, PCR 990/R/B/W/U

  9. TWY V1 (Connecting TWY), 23 M, Cement concrete, PCR 650/R/B/W/U

  10. TWY V2 (Connecting TWY), 23 M, Cement concrete, PCR 650/R/B/W/U

  11. TWY V3 (Connecting TWY), 38 M, Cement Concrete, PCR 740/R/B/W/U

  12. TWY V4 (Connecting TWY), 38 M, Cement Concrete, PCR 740/R/B/W/U

  13. TWY V5 (Connecting TWY), 23 M, Cement concrete, PCR 550/R/C/W/U

  14. TWY V6 (Connecting TWY), 27 M, Cement concrete, PCR 550/R/C/W/U

  15. TWY V7 (Connecting TWY), 38 M, Cement concrete, PCR 740/R/B/W/U

  16. TWY V8 (Connecting TWY), 30 M, Cement concrete, PCR 990/R/B/W/U

  17. TWY V9 (Connecting TWY), 30 M, Cement concrete, PCR 990/R/B/W/U

3

Altimeter checkpoint location and elevation

  1. Location: NIL

  2. Elevation: NIL

4

INS checkpoints

Including 3 VOR checkpoints as follows:

  1. Position: RWY 11L

    Coordinates: 211326.90N 1054732.36E

    Azimuth: 105°

    Distance: 2.5 NM

    Frequency: 116.100 MHZ

  1. Position: RWY 11R

    Coordinates: 211322.73N 1054710.88E

    Azimuth: 101°

    Distance: 2.8 NM

    Frequency: 116.100 MHZ

  1. Position: RWY 29R

    Coordinates: 211256.63N 1054917.74E

    Azimuth: 101°

    Distance: 0.8 NM

    Frequency: 116.100 MHZ

5

INS checkpoints

NIL

6

Remarks

  1. Apron 2: A portion of TWY V (Apron 2) is not yet connected to TWY V (Hangar Apron).

  2. TWY P3:

    1. Do not use for the RWY 11L/29R holding position when there is aircraft take-off and landing on RWY 11R/29L

    2. Do not use for the RWY 11R/29L holding position at the North when there is aircraft take-off and landing on RWY 11L/29R (due to distance between 2 the holding positions are APRX 30 M).

  3. TWY S1, S3, S5, S6, S8: Do not use for the intermediate holding at the North of TWY S when there is aircraft take-off and landing on RWY 11R/29L (due to distance between the holding position which up line RWY 11R/29L and the intermediate holding are about 41.5 M).

  4. TWY S4, S5, S7: One-way operation via RWY 11R/29L.

  5. TWY S9: Do not use for the intermediate holding at the North of TWY S when there is aircraft take-off and landing on RWY 11R/29L (due to distance between the holding position which up line RWY 11R/29L and the intermediate holding are about 25 M).

  6. TWY S10, V2, V8: Two-way operation for aircraft up to code C (wingspan up to but not including 36 M) and equivalent; do not allow to operate for aircraft code D, E and above.

  7. TWY V1: Closure 36 M of TWY V1 (a portion of 51 M from the centre line of TWY S to the South to a portion of 11.5 M from centre line of TWY V to the North) to arrange stands 8, 9, 10.

  8. Aircraft code D (wingspan from 36 M) and above is not only taxi/towed, pushed via TWY V (portion from stand 12 to the West when there is aircraft parking at stand 12C or 12D.

  9. Aircraft code F (wingspan from 68.5 M) and above is only taxi/towed, pushed via TWY V3/V4/V5 into stand or depart for stands 14, 28 and taxi via TWY V9 into stand or depart for stands 75A and 79A.

  

Taxilanes: W2, W3, W4, W5, W6, W7.

  

  1. Dimensions of the turn pad:

    1. RWY 11L: 106 x 58.5 x 48 M.

    2. RWY 29R: 118 x 74 x 31.5 M.

2.12.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVNB AD 2.8 page AD 2-VVNB-1-15 and 16, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
11L107.20°3 200 x 45

1040/R/B/W/U

Cement concrete

211330.95N

1054733.25E

NIL

NIL

THR 12.5 M

NIL

29R287.20°3 200 x 45

1040/R/B/W/U

Cement concrete

211300.28N

1054919.32E

NIL

NIL

THR 12.7 M

NIL

11R 107.20°3 800 x 45

1040/R/B/W/U

Cement concrete

211328.91N

1054710.85E

NIL

NIL

THR 11.9 M

NIL

29L287.20°3 800 x 45

1040/R/B/W/U

Cement concrete

211252.52N

1054916.77E

NIL

NIL

THR 12.2 M

NIL

2.12.3  ADJUSTMENT OF RELATED CHART

Aircraft Parking/Docking Chart – ICAO

See page 61 for details

Figure 30. LAYOUT OF AIRCRAFT PARKING/DOCKING CHART
../graphics/123309

2.13  PHU BAI - VVPB

2.13.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVPB AD 2.8, page AD 2-VVPB-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (including stands 1, 2, 3, 4, 5), Cement concrete, PCR 460/R/B/W/U

  2. Extended apron (including stands 6, 6A, 6B, 7, 8, 9, 10, 11, 12), Cement concrete, PCR 740/R/A/W/U

  3. Apron (Isolated stand 13), Cement concrete, PCR 660/R/A/W/U

2

Taxiway designation, width, surface and strength

  1. TWY W1, 23 M, Bituminous concrete, PCR 500/F/B/W/U

  2. TWY E1, 23 M, Bituminous concrete, PCR 500/F/B/W/U

  3. TWY, A portion of SP, 18 M, Cement concrete, PCR 460/R/B/W/U

3

Altimeter checkpoint location and elevation

Mức cao: At aircraft stands

Elevation: Corresponding to each aircraft stand

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

  1. TWY W2, W3, W4, E2 and portions of SP (portion from TWY W4 to TWY W1 and from TWY E1 to TWY E2): unserviceable.

  2. Only emergency case, TWY E2 is available for aircraft parking.

2.13.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVPB AD 2.12, page AD 2-VVPB-1-9, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
09092° 2 700 x 45

500/F/B/W/U

Bituminous concrete

162404.66N

1074127.95E

NIL

NIL

THR 12.6 M

NIL

27272° 2 700 x 45

500/F/B/W/U

Bituminous concrete

162359.79N

1074258.84E

NIL

NIL

THR 3.9 M

NIL

2.13.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPB-2-1

    See page 64 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPB-4-1

    See page 65 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPB-5-1

    See page 66 for details

Figure 31.  Aerodrome Chart – ICAO
../graphics/123374
Figure 32. Aircraft Parking/Docking Chart – ICAO
../graphics/123379
Figure 33. Aerodrome Ground Movement Chart – ICAO
../graphics/123382

2.14  PHU CAT - VVPC

2.14.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVPC AD 2.8, page AD 2-VVPC-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Stands 1, 4), Cement concrete, PCR 450/R/A/X/U

  2. Apron (Stands 2, 3), Cement concrete, PCR 360/R/A/W/U

  3. Apron (Stands 5, 6, 7, 8), Cement concrete, PCR 610/R/A/W/U

2

Taxiway designation, width, surface and strength

  1. TWY E1, 23 M, Cement concrete, PCR 570/R/A/X/U

  2. TWY E2, 23 M, Cement concrete, PCR 440/R/A/X/U

  3. TWY E3, 23 M, Cement concrete, PCR 570/R/A/X/U

  4. TWY E4, 23 M, Cement concrete, PCR 570/R/A/X/U

  5. TWY E5, 23 M, Cement concrete, PCR 440/R/A/X/U

  6. TWY AC1, 18 M, Cement concrete, PCR 570/R/A/X/U

  7. TWY AC2, 24 M, Cement concrete, PCR 570/R/A/X/U

3

Altimeter checkpoint location and elevation

  1. Location: NIL

  2. Elevation: NIL

4

INS checkpoints

  1. Coordinates: 135801.11526N 1090208.38838E

    Azimuth: 326°

    Distance: 0.7 NM

    Frequency: 116.3 MHZ

5

INS checkpoints

NIL

6

Remarks

NIL

2.14.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVPC AD 2.12, page AD 2-VVPC-1-10, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
33326.7°3 048 x 45

440/R/A/X/U

Cement concrete

135636.32N

1090300.29E

NIL

NIL

THR 26.1 M

NIL

15146.7°3 048 x 45

440/R/A/X/U

Cement concrete

135759.19N

1090204.47E

NIL

NIL

THR 28 M

NIL

2.14.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPC-2-1

    See page 69 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPC-4-1

    See page 70 for details

  3. Sơ đồ hướng dẫn di chuyển mặt đất – ICAOAerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPC-5-1

    See page 71 for details

    4. Figure 34. Aerodrome Chart – ICAO
    ../graphics/123383
    Figure 35. Aircraft Parking/Docking Chart – ICAO
    ../graphics/123386
    Figure 36. Aerodrome Ground Movement Chart – ICAO
    ../graphics/123388

2.15  PLEIKU - VVPK

2.15.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVPK AD 2.8, page AD 2-VVPK-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

Apron (Stands 1A, 2A, 3A, 4A, 5A, 6A, 7, 8, 9, 10), Cement concrete, PCR 630/R/B/W/U

2

Taxiway designation, width, surface and strength

  1. TWY N4, 25.4 M, Cement concrete, PCR 630/R/B/W/U

  2. TWY N5 (from N4 to N6), 18 M, Cement concrete, PCR 630/R/B/W/U

  3. TWY N6, 18 M, Cement concrete, PCR 630/R/B/W/U

3

Altimeter checkpoint location and elevation

Mức cao: Không

Elevation: NIL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

NIL

2.15.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVPK AD 2.12, page AD 2-VVPK-1-8, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
09090.96° 2 400 x 45

470/F/B/W/U

Bituminous concrete

140016.78N

1080012.79E

NIL

NIL

THR 744 M

NIL

27270.96° 2 400 x 45

470/F/B/W/U

Bituminous concrete

140015.48N

1080132.76E

NIL

NIL

THR 733.7 M

NIL

2.15.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPK-2-1

    See page 74 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPK-4-1

    See page 75 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPK-5-1

    See page 76 for details

Figure 37. Aerodrome Chart – ICAO
../graphics/123391
Figure 38. Aircraft Parking/Docking Chart - ICAO
../graphics/123394
Figure 39. Aerodrome Ground Movement Chart – ICAO
../graphics/123398

2.16  PHU QUOC - VVPQ

2.16.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVPQ AD 2.8, page AD 2-VVPQ-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Stands FM 7 to 11), Cement concrete, PCR 660/R/B/W/U

  2. Apron (Stands 1, 1A, 2, 2A, 3, 4, 4A, 5, 5A, 6, 6A, 12, 13, 13A, 14), Cement concrete, PCR 850/R/B/X/U

2

Taxiway designation, width, surface and strength

  1. TWY A1, 25 M, Cement concrete, PCR 850/R/B/X/U

  2. TWY A2, 25 M, Bituminous concrete, PCR 680/F/C/X/U

  3. TWY A3, 25 M, Cement concrete, PCR 850/R/B/X/U

  4. TWY S, 25 M, Cement concrete, PCR 850/R/B/X/U

  5. TWY S1 (a portion of length 100 M from RCL), 25 M, Bituminous concrete, PCR 680/F/C/X/U

  6. TWY S1 (remaining portion), 25 M, Cement concrete, PCR 660/R/B/W/U

  7. TWY S2 (a portion of length 100 M from RCL), 25 M, Bituminous concrete, PCR 680/F/C/X/U

  8. TWY S2 (remaining portion), 25 M, Cement concrete, PCR 660/R/B/W/U

  9. TWY S4, 25 M, Cement concrete, PCR 850/R/B/X/U

  10. TWY S5 (Updated portion), 25 M, Cement concrete, PCR 850/R/B/X/U

  11. TWY S5 (Not updated portion), 25 M, Bituminous concrete, PCR 680/F/C/X/U

  12. TWY S6, 25 M, Cement concrete, PCR 850/R/B/X/U

  13. TWY S8 (a portion of length 100 M from RCL), 25 M, Bituminous concrete, PCR 680/F/C/X/U

  14. TWY S8 (remaining portion), 25 M, Cement concrete, PCR 660/R/B/W/U

  15. TWY S9 (a portion of length 100 M from RCL), 25 M, Bituminous concrete, PCR 680/F/C/X/U

  16. TWY S9 (remaining portion), 25 M, Cement concrete, PCR 660/R/B/W/U

3

Altimeter checkpoint location and elevation

Mức cao: RWY 28

Elevation: 7.044 M

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

TWY A2 only used for aircraft up to Code C (A320, A321) and equivalent

2.16.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVPQ AD 2.12, page AD 2-VVPQ-1-9, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
10096° 3 000 x 45

680/F/C/X/U

Bituminous concrete

101016.28N

1035846.07E

NIL

NIL

THR 4.0 M

NIL

28276° 3 000 x 45

680/F/C/X/U

Bituminous concrete

101006.57N

1040024.14E

NIL

NIL

THR 7.0 M

NIL

2.16.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPQ-2-1

    See page 79 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPQ-4-1

    See page 80 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVPQ-5-1

    See page 81 for details

Figure 40. Aerodrome Chart – ICAO
../graphics/123317
Figure 41. Aircraft Parking/Docking Chart – ICAO
../graphics/123318
Figure 42. Aerodrome Ground Movement Chart – ICAO
../graphics/123320

2.17  RACH GIA - VVRG

2.17.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVRG AD 2.8, page AD 2-VVRG-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

Apron (Stands FM 1 to 4, 1A, 3A, 4L, 4R), Bituminous concrete, PCR 230/F/B/X/U

2

Taxiway designation, width, surface and strength

TWY, 15 M, Bituminous concrete, PCR 230/F/B/X/U

3

Altimeter checkpoint location and elevation

Mức cao: At aircraft stands

Elevation: Corresponding to each aircraft standL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

Dimension of apron: 163 x 87 (M)

2.17.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVRG AD 2.12, page AD 2-VVRG-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
08075.57° 1 500 x 30

230/F/B/X/U

Polymer bituminous concrete

095723.30N

1050733.75E

NIL

NIL

THR 2 M

NIL

26 255.57° 1 500 x 30

230/F/B/X/U

Polymer bituminous concrete

095735.47N

1050821.44E

NIL

NIL

THR 2 M

NIL

2.17.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVRG-2-1

    See page 84 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVRG-4-1

    See page 85 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVRG-5-1

    See page 86 for details

Figure 43. Aerodrome Chart – ICAO
../graphics/123342
Figure 44. Aircraft Parking/Docking Chart – ICAO
../graphics/123345
Figure 45. Aerodrome Ground Movement Chart – ICAO
../graphics/123347

2.18  TUY HOA - VVTH

2.18.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVTH AD 2.8, page AD 2-VVTH-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

Apron (Stands 1, 2 and 3), Cement concrete, PCR 620/R/A/X/U

2

Taxiway designation, width, surface and strength

  1. TWY E1, 23 M, Cement concrete, PCR 480/R/B/X/U

  2. TWY E2, 23 M, Cement concrete, PCR 370/R/B/X/U

  3. TWY E3, 23 M, Cement concrete, PCR 480/R/B/X/U

  4. TWY E4, 23 M, Cement concrete, PCR 480/R/B/X/U

  5. TWY E5, 23 M, Cement concrete, PCR 480/R/B/X/U

3

Altimeter checkpoint location and elevation

Mức cao: At aircraft stands

Elevation: Corresponding to each aircraft stand

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

TWY E2: Available for aircraft A321 and equivalent with not more than 4 times per day, max weight of aircraft less than 73.6 ton

2.18.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVTH AD 2.12, page AD 2-VVTH-1-6, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
03 029.84° 2 901 x 45

480/R/B/X/U

Cement concrete

130213.43N

1091938.49E

NIL

NIL

THR 7 M

NIL

21209.84° 2 901 x 45

480/R/B/X/U

Cement concrete

130335.32N

1092026.40E

NIL

NIL

THR 7.0 M

NIL

2.18.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVTH-2-1

    See page 89 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVTH-4-1

    See page 90 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVTH-5-1

    See page 91 for details

Figure 46. Aerodrome Chart – ICAO
../graphics/123401
Figure 47. Aircraft Parking/Docking Chart – ICAO
../graphics/123402
Figure 48. Aerodrome Ground Movement Chart – ICAO
../graphics/123403

2.19  TAN SON NHAT - VVTS

2.19.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVTS AD 2.8, page AD 2-VVTS-1-4, Viet Nam AIP.

Note: Stand 1A

  1. Coordinates: 104916.17N 1064007.10E

  2. Surface of apron (Stand 1A): Cement concrete

  3. Operational capacity: Used for aircraft up to code B (with maximum wingspan 21.05 m, maximum length 21.74 m)

1

Apron designation, surface and strength

  1. Apron (Stands from 1 to 8, 1A), Cement concrete, PCR 990/R/B/W/U

  2. Apron (Stands from 11, 12, 16 to 22, 1E, 2E), Cement concrete, PCR 790/R/B/X/U

  3. Apron (Stands from 9, 10, 13, 14, 15), Cement concrete, PCR 990/R/B/W/U

  4. Apron (Stands from 23, 24, 25, 26, 27, 28), Cement concrete, PCR 670/R/B/X/U

  5. Apron (Stands from 29, 30, 31, 32), Cement concrete, PCR 790/R/B/X/U

  6. Apron (Stands from 33 to 46), Cement concrete, PCR 990/R/B/W/U

  7. Apron (Stands from 47 to 54), Cement concrete, PCR 670/R/B/X/U

  8. Apron (Stands from 71 to 86, 87, 88, 77A, 79A, 81A), Cement concrete, PCR 990/R/B/W/U

  9. Apron (Stands from 91 to 102, 104, 103A, 103B, 104A, 104B), Cement concrete, PCR 990/R/B/W/U

Note:

  1. Withdrawal of stands 87, 88: From 0700 on 30 NOV 2024

  2. Withdrawal of stand 104: From 0701 on 15 JAN 2025

2

Taxiway designation, width, surface and strength

 

 

 

 

3

Altimeter checkpoint location and elevation

NIL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

  1. TWY S9 only used for aircraft up to ATR72 and equivalent.

  2. Taxilanes Y, Y2, Y3, Y4, Y6, Y8 only used for aircraft up to Code C (wingspan 36 M) and equivalent.

2.19.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVTS AD 2.12, page AD 2-VVTS-1-17, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
07L 069.10°° 3 050 x 45

1010/R/B/W/U

Cement concrete

104854.07N

1063813.65E

NIL

NIL

THR 6.2 M

NIL

25R249.10° 3 050 x 45

1010/R/B/W/U

Cement concrete

104929.48N

1063947.43E

NIL

NIL

THR 10.0 M

NIL

07R069.10° 3 828 x 45

790/R/B/X/U

Cement concrete

104840.93N

1063812.58E

NIL

NIL

THR 5.4 M

NIL

07R (dịch chuyển) 07R (displaced)

069.10° 3 059 x 45

790/R/B/X/U

Cement concrete

104849.86N

1063836.22E

NIL

NIL

THR 7.2 M

NIL

25L 249.10° 3 828 x 45

790/R/B/X/U

Cement concrete

104925.37N

1064010.31E

NIL

NIL

THR 9.8 M

NIL

2.19.3  ADJUSTMENT OF RELATED CHART

Layout of aircraft Parking/Docking Chart – ICAO

See page 97 for details

Figure 49. VVTS_ LAYOUT OF AIRCRAFT PARKING/DOCKING CHART
../graphics/123362

2.20  THO XUAN - VVTX

2.20.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVTX AD 2.8, page AD 2-VVTX-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Extended apron (aircraft stands 1, 2, 3), Cement Concrete, PCR 630/R/A/W/U

  2. Apron (aircraft stands 4, 5, 6), Cement Concrete, PCR 400/R/B/X/U

2

Taxiway designation, width, surface and strength

  1. TWY SP, 25 M, Cement Concrete, PCR 600/R/B/X/U

  2. TWY A1, 23 M, Cement Concrete, PCR 620/R/B/X/U

  3. TWY A2, 23 M, Cement Concrete, PCR 620/R/B/X/U

  4. TWY A3, 21 M, Cement Concrete, PCR 420/R/B/X/U

  5. TWY S1, 25 M, Cement Concrete, PCR 620/R/B/X/U

  6. TWY S2, 20 M, Cement Concrete, PCR 620/R/B/X/U

  7. TWY S3, 20 M, Cement Concrete, PCR 610/R/B/X/U

  8. TWY S4, 20 M, Cement Concrete, PCR 330/R/B/X/U

  9. TWY S5, 20 M, Cement Concrete, PCR 600/R/B/X/U

  10. TWY S6, 25 M, Cement Concrete, PCR 670/R/B/X/U

3

Altimeter checkpoint location and elevation

  1. Location: NIL

  2. Elevation: NIL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

NIL

2.20.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVTX AD 2.12, page AD 2-VVTX-1-7, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
13128.79°3 200 x 50

590/R/B/X/U

Cement concrete

195441.83N

1052726.48E

NIL

NIL

THR 18 M

NIL

31308.80°3 200 x 50

590/R/B/X/U

Cement concrete

195336.62N

1052852.24E

NIL

NIL

THR 14 M

NIL

2.20.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVTX-2-1

    See page 100 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVTX-4-1

    See page 101 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVTX-5-1

    See page 102 for details

Figure 50. Aerodrome Chart – ICAO
../graphics/123310
Figure 51. Aircraft Parking/Docking Chart – ICAO
../graphics/123311
Figure 52. Aerodrome Ground Movement Chart – ICAO
../graphics/123312

2.21  VAN DON - VVVD

2.21.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVVD AD 2.8, page AD 2-VVVD-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Stands FM 1 to 6A), Cement concrete, PCR 880/R/B/X/U

  2. Turn pad located on THR of RWY 03, 120 x 200 x 58 M,Cement concrete

  3. Turn pad located on THR of RWY 21, 120 x 200 x 58 M,Cement concrete

2

Taxiway designation, width, surface and strength

  1. TWY A1, 43.1 M, Cement concrete, PCR 880/R/B/X/U

  2. TWY A2, 43.1 M, Cement concrete, PCR 880/R/B/X/U

  3. Parallel TWY B, 23 M, Cement concrete, PCR 880/R/B/X/U

  4. TWY B4, 35.4 M, Cement concrete, PCR 880/R/B/X/U

  5. TWY B5 (connecting TWY), 23 M, Cement concrete, PCR 880/R/B/X/U

3

Altimeter checkpoint location and elevation

  1. Location: NIL

  2. Elevation: NIL

4

INS checkpoints

NIL

5

INS checkpoints

NIL

6

Remarks

  1. Taxilane A: A portion of the connection of TWY A1 and A2, parallel with TWY B, within apron

  2. Operational capability of turn pad: Used for aircraft up to code E (B787, A350) and equivalent

2.21.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVVD AD 2.12, page AD 2-VVVD-1-7, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

Hướng thực

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
03026°3 600 x 45

880/R/B/X/U

Cement concrete

210620.93N

1072427.91E

NIL

NIL

THR 17.0 M

NIL

21206° 3 600 x 45

880/R/B/X/U

Cement concrete

210806.25N

1072522.37E

NIL

NIL

THR 6.5 M

NIL

2.21.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVVD-2-1

    See page 105 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVVD-4-1

    See page 106 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVVD-5-1

    See page 107 for details

Figure 53. Aerodrome Chart – ICAO
../graphics/123314
Figure 54. Aircraft Parking/Docking Chart – ICAO
../graphics/123315
Figure 55. Aerodrome Ground Movement Chart – ICAO
../graphics/123316

2.22  VINH - VVVH

2.22.1  APRONS, TAXIWAYS AND CHECK LOCATIONS/POSITIONS DATA

Replace to item VVVH AD 2.8, page AD 2-VVVH-1-4, Viet Nam AIP.

1

Apron designation, surface and strength

  1. Apron (Stands 1, 2), Cement concrete, PCR 630/R/B/W/U

  2. Apron (Stands 3, 4), Cement concrete, PCR 530/R/B/W/U

  3. Apron (Stands 5, 6), Bituminous concrete, PCR 420/F/B/X/U

2

Taxiway designation, width, surface and strength

  1. TWY W1, 18 M, Bituminous concrete, PCR 410/F/B/X/U

  2. TWY W2, 18 M, Bituminous concrete, PCR 410/F/B/X/U

3

Altimeter checkpoint location and elevation

Location: NIL

Elevation: NIL

4

INS checkpoints

Including 2 VOR checkpoints as follows:

  1. Position: Located on TWY W1

    Coordinates: 184336.48N – 1054016.52E

    Azimuth: 339°

    Distance: 0.4 NM

    Frequency: 113.1 MHZ

5

INS checkpoints

NIL

6

Remarks

  1. TWYs W1, W2, W5: Not be used for civil aircraft.

  2. TWYs W4: Only used for aircraft with wingspan up to but not including 24 M

2.22.2  RUNWAY PHYSICAL CHARACTERISTICS

Replace to item VVVH AD 2.12, page AD 2-VVVH-1-10, Viet Nam AIP.

 

 

 

 

Designations RWY

NR

TRUE BRG

Dimensions of RWY (M)

Strength (PCR) and surface of RWY and SWY

THR coordinates

RWY end coordinates

THR geoid undulation

THR elevation and highest elevation of TDZ of precision APP RWY

123456
17172.58°2 400 x 45

410/F/B/X/U

Bituminous concrete

184454.02N

1054009.36E

NIL

NIL

THR 5.1 M

NIL

35352.58°2 400 x 45

410/F/B/X/U

Bituminous concrete

184336.61N

1054019.93E

NIL

NIL

THR 6.0 M

NIL

35(displaced)

352.58°2 400 x 45

410/F/B/X/U

Bituminous concrete

184346.29N

1054018.62E

NIL

NIL

THR 6.0 M

NIL

2.22.3  ADJUSTMENT OF RELATED CHARTS

  1. Aerodrome Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVVH-2-1

    See page 110 for details

  2. Aircraft Parking/Docking Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVVH-4-1

    See page 111 for details

  3. Aerodrome Ground Movement Chart – ICAO

    Refer to AIP Viet Nam, page AD 2-VVVH-5-1

    See page 112 for details

Figure 56. Aerodrome Chart – ICAO
../graphics/123321
Figure 57. Aircraft Parking/Docking Chart – ICAO
../graphics/123323
Figure 58. Aerodrome Ground Movement Chart – ICAO
../graphics/123325

3 — EFFECT

This AIP Supplement shall become effective from 0000 on 28 NOV 2024.

4 — CANCELLATION

This AIP Supplement shall remain in force until its content has been incorporated into the AIP Viet Nam.