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