B.08.02 - 01 Paving Plan.pdf

GR2.2

GR1.2

GR2.1

GR1.1

6.005.125.115.116.006.006.006.006.006.006.006.00

5.005.005.006.006.006.006.006.006.006.006.006.005.00

4.

6.

5.

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C-17

C-17

C-17

C-17

24° 25.5°

24° 25.50°

33.00° 40.00°

40.00°

33.00°

31.00°

31.00°

9.15009.150012.20006.1000

9.15009.150012.20006.1000

18.3000

18.3000

24°25.5°

24°25.50°

33.00°40.00°

40.00°33.00°

31.00°

31.00°

4.80 4.80 6.00 6.00 4.88 4.88

22.1440

5.54 5.54 5.54 5.54

3.

78°

R R

R R

R

R R R R R R

RRRRR

R

R

R

R

R

R

R

RR

RR

RR

R

R

R R

R RRR

R

R

R

15.00

3.00

6.00

6.00 3.00

9.00 3.00

Restricted access area 78.00 temporary ramp 5.007.00

6.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 4.994.99 4.98

6.00 3.00

12.99

13.10 3.00

3.00 3.00

6.00 3.00

3.00 3.00

6.00

6.00

3.00

15.00

31.80 0.94

2.26

3.63

4.15

5.24

2.79

2.07

2.83

5.57

3.19 2.21 1.71 1.13

5.59

1.44 8.39

6.16 2.78

6.64

2.27

4.65

4.52

8.80

0.89 4.26

2.62 2.39

3.20

1.14

0.9985

2.32

3.63

5.60

2.86

2.18

3.04

5.59 3.22 2.21 1.71

4.21 2.65

5.320.56

8.341.64

6.32 2.85

6.66

2.37

7.15

3.47

1.99

2.49

1.00

1.00

1.00

1.00

6.00

1.99 0.563.50

2.49

6.

SC2

SC3

SC4

AEL 3.6

AEL 3.8

AEL 3.5

AEL 3.4

AEL 3.3

AEL 3.1

STB.D.8

STB.D.1

STB.D.2

STB.D.3

STB.D.4

STB.D.5

STB.D.6

STB.D.7

AEL 3.2

AEL 3.7

6.

5.

5.

E3 E505

11.2514

6.0000

5.2500

6.0014

6.0014 please provide center line height marks.

Taxiway middle lane will be paved with center-crowned profile

35 34 33 3230 2931

3.8759

5.9988

R R R

R

R R

R

R

R R

R

R

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R

R

Paving day Paving line No.

1 1 (test line) 2 2 (pilot lane) 3 3 (pilot lane) 4 4 (pilot lane) 5 5 (pilot lane) 6 6 (pilot lane) 7 7 (pilot lane) 8 8 (pilot lane) 9 9 (pilot lane) 10 10 (pilot lane) 11 11 (pilot lane) 12 12 (pilot lane) 13 13 (pilot lane) 14 14 (pilot lane) 15 15, 16 (pilot lanes) 16 17 (fill-in lane) 17 18 (fill-in lane) 18 19 (fill-in lane) 19 20 (fill-in lane)

1)Paving calendar

Notes:

1) Calendar is provided as a sample to demonstrate the that 7 day curing is planned before operation of hauling and paving equipment on newly paved lanes. Real sequence and number of paving days can be adjusted on-site, considering weather, holidays and on-site conditions.

2) Geodetical height marks (surveyed with tachymeter) for each adjacent joint crossing point of the existing pavements (remaining part of the taxiway in the East, as well as existing

Taxiway Foxtrot in the North and South) are required;

3) Free, flat-surfaced and stable adjacent area is required at the start and the end of each paving lane (20m), as well as on both sides of the paving area (1.5m) provided with a minimum bearing capacity of 125 MN/m2 to allow maneuvers of the paver, texture curing machine and concrete delivery transport (>1000 trucks). It is strongly recommended that all the designed structures in this area (asphalt shoulder, gutter, jet blast deflector foundation and high mast foundation) are constructed only after PCC is finished; otherwise, work sequence and details shall be carefully organized and coordinated with A7 BETONS so that the required access for PCC installation is provided; however, damage risks to the previously built structures cannot be excluded.

4) Asphalt layer of the designed asphalt shoulder next to the apron and taxiway must be installed after PCC is finished;

5) Bottom layers of the designed asphalt shoulder next to PCC apron and taxiway should be built so that enough space (50cm wide) for metal formwork installation is left next to the PCC area (which has 48 cm deep thickened edge all around), and the free area must have stabilized base on the same level as the stabilized base under apron and taxiway pavement;

6) No vibrating works are allowed in the closest 100m area to the PCC during PCC installation works and until the required strength of PCC is obtained.

7) The paving plan includes adjusted positions of mooring points to provide the best joint plan. All the adjustions have been done in accordance with UFC and Aircraft Technical Order. In accordance with UFC.

20 21 (fill-in lane) 21 22 (fill-in lane) 22 23 (fill-in lane) 23 24 (fill-in lane) 24 25 (fill-in lane) 25 26 (fill-in lane) 26 27 (fill-in lane) 27 28 (fill-in lane) 28 29 (pilot lane) 29 30 (pilot lane) 30 31 (pilot lane) 34 32 (fill-in lane) 35 33 (fill-in lane) 36 34 (fill-in lane) 37 35 (fill-in lane)

38-43 SP64i rebuild to 5.25m width

44 36 (fill-in lane) 45 37 (fill- in lane) 46 manual placement area 1/2 47 manual placement area 1/2

Paving day Paving line No.

R

Legend

Expansion joint Construction joint (doweled) Contraction joint

Reinforced slabs Test line Pilot line Fill-in line Manual placement area

37 Paving line No.

Cargo apron in Mihail Kogalniceanu air base, Romania

SIA A7 BETONS

Reg.No. LV40103681522

PAVING PLAN

05.2023.

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter 150 m from runaway center line

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter

AREA 2

Stefan.CROITORU Typewriter

AREA 1

Stefan.CROITORU Typewriter

FOXTROT

Stefan.CROITORU Typewriter

DELTA

Stefan.CROITORU Arrow

Stefan.CROITORU Arrow

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter

Stefan.CROITORU Typewriter

Stefan.CROITORU Arrow

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter

Stefan.CROITORU Arrow

Stefan.CROITORU Callout 14 R N

Stefan.CROITORU Callout

2R SOUTH

Stefan.CROITORU Callout 30 R N

Stefan.CROITORU Callout 30 R S

Stefan.CROITORU Callout 33 R N

Stefan.CROITORU Callout 33 R S

Stefan.CROITORU Callout 29R N

Stefan.CROITORU Callout 29 R S

Stefan.CROITORU Callout 15 R N

Stefan.CROITORU Callout 16 R S