C54
Cc
Cc
c=
co)
cyt
2
ENEU ISLAND (B12)
ett
Pipes
| os Ten - 1.62m Dia Concrete
Locations
6
@
ee
as
"
__
- , <¢— SMALLER ISLANDS
-
Se.
LAGOON
—
ae
BIKINI [SLAND (B6)
_ a
—
_
—
—
92 Max Aish Tide
.
-
_
CSG
—
pe
(4
9.0 Low Tike ORR Oe
See
NOTE: This is a pretiminary
Detail design would
design.
depend upon topographic,
fhOne.aphic
and
oceanostudies
vind
ee
of the area.
Figure 5.
Ao
PO
Fa
,
a
.
~_ ~“el+ 3.1m
—_—
el +3.7m_
a
oon
tes
Se
t
ieee
<— 12.2m
+ ——» ESA |
3.51m+ ¢
Causeway loanactod Fitt
183mfrom oceen sidje
1
Filler Cloth
me
Oe
_.t
a ace
2
BAT
Shs
!
Si .
7
(oO
edge
22m from lagoon side Feef-piaten,
9
reef-piat
0.76m 37 to 190 Kg Underlayer Stones
1.5m 660 to 1500 Ky Armor Stones
®8u edge
Barrier Reet i.
Causeway to Connect Bikini and Eneu Islands.
~.46m
on