TNAG-1062-FCO40-1312-Replacement-airport-for-Hong-Kong-1981 — Page 50

MPD 0++

-10

10-

+48 MPD

0.3-0.4 TONNE ROCK UNDERLAYER

HSL = +13 MPD

3.5 MPO

AIRPORT BOUNDARY

RUNWAY

ELEVATION 9.6

TAXIWAY

ELEVATION 9.6

ELEVATION 9.6

ELEVATION 896

ELEVATION 703

EXISTING SEA RED

ALLUVIUM

3m THICK MARINE DEPOSITS TO REMAIN

2m BEDDING LAYER

REMOVE BY DREDGING

MEAN SEA LEVEL

STILL WATER LEVEL

EL 4.25 MPD (200 YR STORM)

EL 6.8 MPD

(HYDRAULIC GRADIENT 200 YR)

3-4 TONNE ROCK ARMOR

DIKE MATERIAL

QUARRY RUN

SPECIAL FILL

2m COMPACTED SELECT FIL

ELEVATION &6

།-----

།

Figure 17 - Typical Fill Section

• WILBUR SMITH & ASSOCIATES ●GOLLINS MELVIN WARD PARTNERSHIP

BUILDING

ELEVATION 10.1

18

METFAS

25

50

15¢

HORIZONTAL SCALE

NOTES:

ENTIRE SITE WILL BE OVERFILLED BY 2 METERS TO ALLOW FOR FUTURE SETTLEMENT

VERTICAL SCALE 'EXAGGERATED FOR CLARITY

ELEVATION 9.6

DRAINAGE CHANNEL

+10

SHORE LINE

-10

15

METERS

-O MPD

15

27

• CIVIL AVIATION AUTHORITY (UK) PARSONS OVERSEAS COMPANY

AMP