DED Gambar Potongan Pelabuhan Wani

(1)

X=815998.841 Y=9922993.891 X=815997.108 Y=9923003.739

X=816045.621 Y=9923047.303

16000 L-WALL 22650

SEGMENT 6

+3.90

20450

SEGMENT 4 20880

SEGMENT 2

20800 SEGMENT 1

11750 SEGMENT 3

50000 SEGMENT 10

X=816146.596 Y=9923019.888 X=816142.519 Y=9923047.303

X=816193.851 Y=9923059.957

X=816241.041 Y=9923026.640 30220

SEGMENT 9

30500 SEGMENT 8

X=816227.529 Y=9923074.779 X=816233.193

Y=9923104.749

16000

+3.90

96900 SEGMENT 11

TRESTLE +4.55 X=816050.213

Y=9923125.534 X=816092.897

Y=9923122.407

X=816148.182 Y=9923113.596

X=816152.391 Y=9923137.230

X=816235.614 Y=9923121.867

A B C D E

F G

H

I J

G H

I J

F K

L

M

157500 SEGMENT 14

X=815911.504 Y=9923166.584

DREDGING TO EL. -8.00

Y=9922900 Y=9923000 Y=9923100 Y=9923200

±0.00

-5.00

-10.00

-15.00

-20.00

-25.00

-30.00

-35.00

-40.00

-45.00

-50.00

±0.00

-5.00

-10.00

-15.00

-20.00

-25.00

41430 SEGMENT 7

ST. SHEETPILE TYPE PU-10R CAPPING BEAM 850x600 TOP EL. CAPPING BEAM +3.10 TOE LEVEL -11.40

78230 SEGMENT 12 +3.90

X=816307.139 Y=9923006.361

50000 SEGMENT 15 X=816328.806 Y=9923051.422 ST. SHEETPILE TYPE PU-10R (L=VARY)

CAPPING BEAM 850x600 TOP EL. CAPPING BEAM +3.10

TOE LEVEL VARY (-9.40, -11.40, -13.40)

OUT OF SCOPE WILL BE CONSTRUCTED ON LONG TERM FEVELOPMENT 42798

SEGMENT 16

55983

SEGMENT 16 24006

SEGMENT 16

SEGMENT 2 +4.55

SEGMENT 1 +4.55

SEGMENT 3 +4.55 1:4

1:2

1:4 1:4 1:4

1:3

X=815836.473 Y=9923028.104

DRAWING NAME : CONSULTANTS : LOCATION : PROJECT : OWNERS :

REV. DATE DESCRIPTION

KEY PLAN

LEGEND

Reconnaissance Package Consulting Services (CS) 2 Port : Design and Construction Supervision Consultant (DSC)

Loan 3792-INO: Emergency Assistance Rahabilitation and Reconstruction

LANDFILLING AND SEA DEFENCE LAYOUT PLAN

WANI II VILLAGE, SUB-DISTRICT OF TANANTOVEA DISTRICT OF DONGGALA

PROVINCE OF CENTRAL SULAWESI

A B C

DREDGING BOUNDARY

(2)

+1.25

-13.80 +4.10

4000

1 : 4

-1.00 LWS ±0.00

MSL +1.19

HWS +2.61

20000

SSP-PU22 L=4m

SCALE

SECTION A-A

1:200

+3.90

SANDFILL

SSP-PU22 L=18m -8.00

DREDGING TO

+3.00

CABLE STRANDS CTC. 2.4m

PROJECT BOUNDARY

BRC FENCE CAPPING BEAM

850x600

SEE DETAIL DWG.

EARR-PALU-WAN-D-3422

+1.25

-13.80 +4.10

4000

1 : 4

-1.00 LWS ±0.00

MSL +1.19

HWS +2.61

20000

SCALE

SECTION B-B

1:200

+3.90

SANDFILL

-8.00

DREDGING TO

+3.00

BRC FENCE

PROJECT BOUNDARY

SSP-PU22 L=4m

SSP-PU22 L=18m CAPPING BEAM 850x600

SEE DETAIL DWG.

MAKASSAR

B A N D A S E A

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE SECTION A-A AND B-B

A B C

A

A B

B

(3)

+1.25

-13.80 4000

1 : 4

-1.00

20000 +4.55

HWS +2.61 MSL +1.19

LWS ±0.00

SCALE

SECTION C-C

1:200

+3.90

SANDFILL

-8.00

DREDGING TO

+3.00

BRC FENCE SSP-PU22

L=4m

SSP-PU22 L=18m 850x600

+4.10

SEE DETAIL DWG.

+1.25

-13.80 +4.10

4000

1 : 4

-1.00 LWS ±0.00

MSL +1.19

HWS +2.61

20000

SCALE

SECTION D-D

1:200

+3.90

SANDFILL

-8.00

DREDGING TO

+3.00

BRC FENCE

PROJECT BOUNDARY

SSP-PU22 L=4m

SSP-PU22 L=18m CAPPING BEAM 850x600

SEE DETAIL DWG.

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE SECTION C-C AND D-D

A B C

C

C D

D

(4)

+1.25

-13.80 +4.10

4000

1 : 4

-1.00

-8.00

DREDGING TO LWS ±0.00

MSL +1.19

HWS +2.61

20000

SCALE

SECTION E-E

1:200

+3.90

SANDFILL +3.00

BRC FENCE

PROJECT BOUNDARY

SSP-PU22 L=4m CAPPING BEAM

850x600

SSP-PU22 L=18m

SEE DETAIL DWG.

+1.25 +4.10

10000

+3.90

-4.20 +1.80 LWS ±0.00

MSL +1.19

HWS +2.61

SCALE

SECTION F-F

1:200

PU22

SANDFILL

ROSTER FENCE

PROJECT BOUNDARY

SSP-PU22, L=3m STRAND CABLE

C.T.C. 2.4m CAPPING BEAM 850x600

SEE DETAIL DWG.

MAKASSAR

B A N D A S E A

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE SECTION E-E AND F-F

A B C

F

F E

E

(5)

LWS ±0.00

MSL +1.19

HWS +2.61

SCALE

SECTION G-G

1:200

SANDFILL +3.90

ROSTER FENCE

PROJECT BOUNDARY

SEE DETAIL DWG.

EARR-PALU-WAN-D-3422 +1.25

+4.10

10000 -4.20

+1.80

PU22

SSP-PU22, L=3m STRAND CABLE

C.T.C. 2.4m CAPPING BEAM 850x600

SPUN PILE ∅300 +2.70

LWS ±0.00

MSL +1.19

HWS +2.61

SCALE

SECTION H-H

1:200

SANDFILL +3.90

ROSTER FENCE L-WALL

PROJECT BOUNDARY

SEE DETAIL DWG.

EARR-PALU-WAN-D-3422 +4.10

19950

CAPPING BEAM 850x600 SSP-PU22

-2.50

3000 3500 3500 3500 3500

ROCK ARMOUR GR.

60-300 Kg

-15.50

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE SECTION G-G AND H-H

A B C

G

G H

H

(6)

±0.00

+4.55 +4.55

-13.75

STRUT, HB.250

+2.50 +1.80

PU22, L=3m

+3.90

LWS ±0.00

MSL +1.19

HWS +2.61

SCALE

SECTION I-I

1:200

SANDFILL

PU22

GATE

PROJECT BOUNDARY

SEE DETAIL DWG.

EARR-PALU-WAN-D-3422 SSP-PU22

20500 CAPPING BEAM

850x600

+4.10

-5.42 1:3 +1.20 LWS ±0.00

MSL +1.19

HWS +2.61

SCALE

SECTION J-J

1:200

SANDFILL +3.90

CSP W450 B

ROSTER FENCE

PROJECT BOUNDARY

SEE DETAIL DWG.

EARR-PALU-WAN-D-3422 CAPPING BEAM

850x600 ROCK ARMOUR GR.

60-300 Kg

MAKASSAR

B A N D A S E A

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE SECTION I-I AND J-J

A B C

I

I J

J

(7)

1:3

+4.30

PROJECT BOUNDARY 1900

2000 1:3

+4.30

+3.90

PROJECT BOUNDARY LWS ±0.00

MSL +1.19

HWS +2.61

GEOTEXTILE FILTER

SANDFILL

ROCK ARMOUR 60-300 KG t=1000 ROCK ARMOUR 10-60 KG

t=500

GEOTEXTILE FILTER LWS ±0.00

MSL +1.19

HWS +2.61

SANDFILL +3.90

SCALE

SECTION K

1:200

SCALE

SECTION L

1:200

+4.10

-4.20

+4.10 +3.90

-5.42 +1.20

LWS ±0.00 MSL +1.19

HWS +2.61 SANDFILL

CAPPING BEAM 850x600

CSP W450 B

BRC FENCE

SEE DETAIL DWG.

CSP W450 B SEE DETAIL DWG.

+1.20

ROCK ARMOUR GR.

60-300 Kg

ROCK ARMOUR GR.

60-300 Kg

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE SECTION K, L AND M

A B C

L

K M

(8)

-5.00

16000 L-WALL 22650

SEGMENT 6

+3.90

20450

SEGMENT 4 20880

SEGMENT 2

20800 SEGMENT 1

11750 SEGMENT 3

50000 SEGMENT 10

30220 SEGMENT 9

30500 SEGMENT 8

16000

+3.90

96900 SEGMENT 11 157500

SEGMENT 14

DREDGING TO EL. -8.00

±0.00

-5.00

-10.00

-15.00

-20.00

-25.00

-30.00

-35.00

-40.00

-45.00

-50.00

±0.00

-10.00

-15.00

-20.00

-25.00

41430 SEGMENT 7

78230 SEGMENT 12 +3.90

50000 SEGMENT 15 42798

SEGMENT 16

55983

SEGMENT 16 24006

SEGMENT 16

SEGMENT 2 +4.55

SEGMENT 1 +4.55

SEGMENT 3 +4.55 1:4

1:2

1:4 1:4 1:4

1:3

X=816045.621 Y=9923047.303

X=816146.596 Y=9923019.888

X=816193.851 Y=9923059.957

X=816241.041 Y=9923026.640

X=816227.529 Y=9923074.779 X=816233.193

Y=9923104.749

TRESTLE +4.55 X=816050.213

Y=9923125.534 X=816092.897

Y=9923122.407

X=816148.182 Y=9923113.596

X=816152.391 Y=9923137.230

X=816235.614 Y=9923121.867 X=815911.504

Y=9923166.584

X=816307.139 Y=9923006.361

X=816328.806 Y=9923051.422 ST. SHEETPILE TYPE PU-10R (L=VARY)

CAPPING BEAM 850x600 TOP EL. CAPPING BEAM +3.10

TOE LEVEL VARY (-9.40, -11.40, -13.40)

OUT OF SCOPE WILL BE CONSTRUCTED ON LONG TERM FEVELOPMENT X=815836.473

Y=9923028.104 X=815963.989

Y=9923047.303

X=815850.393 Y=9923006.358

X=816142.519 Y=9923047.303

X=816170.513 Y=9923042.717

X=815998.841 Y=9922993.891 X=815997.108 Y=9923003.739

Turning Basin, Wharf 1 R=2LoA=220m

Y=9922900 Y=9923000 Y=9923100 Y=9923200

MAKASSAR

B A N D A S E A

KEY PLAN

LEGEND

LANDFILLING AND SEA DEFENCE DREDGING

A B C

DREDGING AREA TO ELEV. -8.00 (23.755 m2) SHORT-TERM DEVELOPMENT PHASE

TURNING BASIN SHORE LINE