4. NORTH BREAKWATER GENERAL CAISSON
28,000
28,000
10,000 1,500 16,500
500
500 300 300 500 +10.00
3,500
9,163
1 +6.50
1
800
300
10,700 7,850 7,850 300 300
+0.00
9,164
26,000
10,700 7,850 7,850
20,900
22,500
500 500
300
9,163
-16.00
800
500
SECTIONAL PLAN SECTION
28,000 28,000
500 6,525 300 6,525 300 6,525 300 6,525 500 16,500 1,500 10,000
1,500
500
3,500
BLINDING CON'C
5,500
(t = 100)
800
6,772 300 6,773 300 6,773 300 6,772
10,000
4,500
26,000
26,000
20,900
22,500
28,990
16,000
WATER HOLE
P.V.C Φ200mm
1,000
800
500
500 6,525 300 6,525 300 6,525 300 6,525 500
SECTIONAL PLAN SECTION

5. NORTH BREAKWATER TRANSITION CAISSON
38,750
10,500 13,250 8,250 6,750
55,000
6,525 6,525 6,525 6,525 6,525 4,125
6,525 6,525 6,525 6,525 6,525 6,525 6,525 300 6,725 500 300 300 300 300 300
500 300 300 300 300 300 300
HUNCH CORNER 1st. BALLASTING
(400×400) HUNCH (TYP.) CONCRETE (t=420mm)
(200×200)
500
500
300
6,269
50
5,775
300 0 (TYP.)
(TYP.) (+) 4.50 LINE
300
300
5,775
20,910
6,772
(TYP.)
2st. BALLASTING
300
(TYP.)
CONCRETE (t=650mm)
300
25,000
300
300
5,775
WATER HOLE
500 6,269
P.V.C Φ200mm
2st. BALLASTING
300
CONCRETE (t=400mm)
500
5,775 500 5,775
1st. BALLASTING
6,772
CONCRETE (t=700mm)
500
BALLASTING
300
CONCRETE (t=290mm)
6,773
300
5,775
28,990
300
SIDE WALL
25,000
300
6,773
5,775
300
300
6,772
5,775
500
500
500
6,525 6,525 6,525 6,525
500 300 300 300 500
6,525 6,525 6,525 6,525 300
16,500 5,500 4,500
500 300 300 300 200
28,000 1,500
28,000
SECTIONAL PLAN
SECTIONAL PLAN

6. EAST BREAKWATER GENERAL CAISSON
20,000
20,000
1,500 18,500
500 6,133 300 6,134 300 6,133 500
(+) 6.000 BLINDING CON'C
500
(t = 100)
2,300
(+) 4.500
800
6,680
300
13,900
15,500
14,700
21,640
6,680
WATER HOLE
P.V.C Φ200mm
300
1,000
800
6,680
500
500 6,133 300 6,134 300 6,133 500
20,000

7. EAST BREAKWATER TRANSITION CAISSON
43,750
23,750 20,000
2,000 10,000
10,000
1,500 8,500
+ 7.00
+ 8.50
+ 4.50
5,750 500
1,500
(-) 8.90 300
300
(TYP.)
(TYP.)
300
. 5
5,750
1:1
S=
25,000
24,900
300
5,750
300
5,750 500 5,750
50,000
49,900
48,400
100
500
(-) 8.90 300
300
(TYP.)
(TYP.)
300
5,750
25,000
24,900
300
5,750
300
500 5,750
500 6,133 300 6,134 300 6,133 500
11,875 11,875 1,500 18,500 20,000
+ 6.00
+ 4.50
SECTIONAL PLAN
SECTIONAL PLAN

8. EAST / GROIN BREAKWATER JARLAN CAISSON
21,770
20,000 16,770 5,000
1,770 8@1,650=13,200 1,800
500 7,750 3,500 7,750 500
HUNCH (TYP.) HANDRAIL
(400×400) (H=1.00m)
500
1,400
450
6,670
300
16,770
11@1,650=18,150
21,770
6,750
24,500
300
6,750
5,000
500
4,500
LIGHTHOUSE
500 7,750 3,500 7,750 500
5,000 10,000 5,000 16,770 5,000
20,000 21,770
TOP PLAN SIDE VIEW

9. EAST / GROIN BREAKWATER JARLAN CAISSON
21,770
16,770 5,000
1,350 2,100 2,100 1,320
20,000 3@1,650 3@1,650
500 7,750 3,500 7,750 500 =4,950 =4,950
HUNCH (TYP.) HANDRAIL
(400×400) (H=1.00m)
500
1,850
4@1,650=6,600
6,650
400
16,770
21,770
6,650
24,500
400
16,050
6,670
5,000
500
LIGHTHOUSE
500 7,750 3,500 7,750 500
5,000 10,000 5,000
16,770 5,000
20,000 21,770
TOP PLAN
SCALE 1:200 SIDE VIEW
SCALE 1:200