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Extension Works for Djen Djen Port Protection
1.
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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