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