Peningkatan Sungai Namo dan Kulawi di Sulawesi Tenggara

675

670 665

660 655

650

650 645

640

635

6.00

26.30 1.65

9.00

1.65

8.00 3.00

1.65

7.50 24.95

16.80 1.65

5.15

+639.63 +642.93

+642.93 +635.63

+639.43

+636.13

+639.43

633.52

1.40

9.00

645

S

E

W E

W S

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

SKALA 1 : 300

Sungai E isting LEGENDA :

Jalan Desa Pemukiman Bungunan Dam As Rencana Sungai

SITUASI CONSOLIDATION DAM IV SUNGAI TAMURAI

P.58 P.59

P.60

P.61

D A A1

A A1

B B1 B B1

6.00 1.65 9.00 1.65 8.00

3.00

1.65

7.50

9.00

16.00

Expansion and Contraction Joint

24.95

Expansion and Contraction Joint

Expansion and Contraction Joint

Expansion and Contraction Joint

8.36

8.36 16.80

5.15 1.65

+641.63

+644.93 +644.93

+637.63

+641.43

+638.13

+641.43

DENAH CONSOLIDATION DAM IV SUNGAI TAMURAI SKALA 1 : 300

+633.52

1.40

C C

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

DENAH CONSOLIDATION DAM IV

SUNGAI TAMURAI

660.475 645.879 645.679 641.758 641.733 641.494 649.623 649.659 649.135 647.210 646.426 645.551

15.15 10.88 1.62 4.09 4.17 2.81 8.12 0.81 2.43 6.08 3.41 10.66

670

665

660

655

650

645

bidang persamaan reference level ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)

DISTANCE (m)

675.431

640

630.00

CL

6.00 1.65

1:0.5

1:0.5

1:0.5

9.00 1.65 8.00

8.30

2.50

3.30

26.30 Expansion and Contraction Joint

5.00 1:0.5

14.15 12.15

H.W.L

3.30 5.00 3.30

635

2%

2.00

1.65 18.00

1:0.5

Joint Filler Tebal 10 cm

Tangga

Beton Mutu (K225)

+643.63

1.65 2.50

POTONGAN A - A CONSOLIDATION DAM IV SUNGAI TAMURAI (MAIN-DAM) SKALA 1 : 300

1.32 1.25 3.00 0.60

0.50

Right Bank (North Side)

Left Bank (South Side)

1.00 1.00

+641.63 +644.93

+641.63

+636.63

+644.93

+641.63

+636.63

+645.81 3.00

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

POTONGAN A - A CONSOLIDATION DAM IV

SUNGAI TAMURAI

660.215 645.619 645.419 641.498 641.473 641.234 649.363 649.399 648.875 646.950 646.166 645.291

15.15 10.88 1.62 4.09 4.17 2.81 8.12 0.81 2.43 6.08 3.41 10.66

665

660

655

650

645

bidang persamaan reference level ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)

DISTANCE (m)

675.171

640

630.00

CL

635

1:0.5

1:0.5 1:0.3

1:0.3

3.80 1.00

4.80

14.82

1.26 12.30

1.26

17.10

1.85

1.85 0.50 1.90 12.30 1.90 0.50

Apron Beton Mutu (K225)

Side Wall Beton Sikloop Mutu (K175) Pipa Suling PVC Ø2"

Expansion and Contraction Joint

+645.81

2%

6.57 1.25 1.00 0.60

H.W.L 1:0.5

1:0.5

1:0.5

0.50 0.50

POTONGAN A1 - A1 CONSOLIDATION DAM IV SUNGAI TAMURAI SKALA 1 : 300

Right Bank (North Side)

Left Bank (South Side)

1:1.5

2.00 0.50

3.00 1.00

+636.63 +637.63 +639.63

+636.63 +637.63 +641.43

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

POTONGAN A1 - A1

CONSOLIDATION DAM IV SUNGAI TAMURAI

630.00

658.671 643.730 643.567 643.138 640.634 639.099 638.954 638.520 639.131 640.839 644.623 644.270 643.849 640.346 639.801

17.04 9.97 1.78 1.80 3.38 2.96 2.36 2.59 3.87 2.11 3.09 1.70 1.61 9.08 4.45

670

665

660

655

650

645

640

bidang persamaan reference level ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)

DISTANCE (m)

673.356

635

CL Right Bank

(North Side)

Left Bank (South Side)

1:0.5

1.23 1.25 1.00 0.60

2%

2.00 0.50

POTONGAN B1 - B1 CONSOLIDATION DAM IV SUNGAI TAMURAI SKALA 1 : 300

1:0.5

1:0.5

1.00 3.80

4.80

1.90 0.50 8.50

0.50 1.90

1.26 8.50

1.26

11.02

Expansion and Contraction Joint

13.30

3.75 2.89

1:0.5

0.50 1:0.3 1:0.5 1:0.3

0.50 1.76

Apron Beton Mutu (K225)

Side Wall Beton Sikloop Mutu (K175) Pipa Suling PVC Ø2"

H.W.L

+636.63

+642.25

+637.63 +639.63

+636.63 +637.63 +641.43

1.00 3.00

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

POTONGAN B1 - B1

CONSOLIDATION DAM IV SUNGAI TAMURAI

628.00

658.417 643.476 643.313 642.884 640.380 638.845 638.700 638.266 638.877 640.585 644.369 644.016 643.595 640.092 639.547

17.04 9.97 1.78 1.80 3.38 2.96 2.36 2.59 3.87 2.11 3.09 1.70 1.61 9.08 4.45

665

660

655

650

645

640

bidang persamaan reference level ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)

DISTANCE (m)

673.102

635

CL 1:0.5

1:0.5

1:0.5 Expansion and

Contraction Joint

9.00 1.65

5.15 1.65 7.50

9.30 3.30 6.00 3.30

Right Bank (North Side)

Left Bank (South Side)

24.95

13.65

H.W.L 1:0.5 1:0.5

11.30

1.65 3.00 15.65 3.00 1.65

2.00 1.30

1.00 3.00 1.00 0.60

2%

2.00 +642.25

3.30 6.00

POTONGAN B - B CONSOLIDATION DAM IV SUNGAI TAMURAI (SUB-DAM) SKALA 1 : 300

Joint Filler Tebal 10 cm

Tangga

Beton Mutu (K225)

1.25 1.23

+638.13 +641.43

+638.13 +641.43

+638.13 +640.13

3.00

635

+632.13 +632.13

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

POTONGAN B - B CONSOLIDATION DAM IV

SUNGAI TAMURAI

630.00

659.876 647.330 638.786 638.075 637.047 635.541 635.041 634.955 634.514 636.935 640.745 639.367 638.533 637.295 636.927

11.96 13.13 7.34 2.50 2.91 2.36 2.95 3.18 3.23 3.53 1.92 2.77 2.26 3.90 2.57

670

665

660

655

650

645

640

635

bidang persamaan reference level ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)

DISTANCE (m)

+633.52 9.00 P58 + 1.32 m

672.917

POTONGAN C - C CONSOLIDATION DAM IV SUNGAI TAMURAI (ENDSILL) SKALA 1 : 300

1.65

Right Bank

(North Side)

Left Bank (South Side)

1:0.5 1:0.25 1:0.5

1:0.25

1.00

H.W.L

CL

1:0.5 1:1.5

0.50 3.13 1.25

3.30

4.80

2%

2.00

0.50 1.65

2.50

1:0.5 1:0.7

3.00

1.32 0.50

1.50

2.10 1.00 0.60

+635.52

+633.52 +632.02 +636.82

+638.91

9.00 2.00 +631.52

Endsill Beton Mutu (K225)

Channel Work Beton Sikloop Mutu (K175)

Timbunan Tanah

Timbunan Tanah Kembali Expansion and

Contraction Joint

4.50 4.50

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

POTONGAN C - C ENDSILL CONSOLIDATION

DAM IV SUNGAI TAMURAI

1.00

1

DENAH ENDSILL SKALA 1 : 200

0.40 1.40

CROSS SECTION 2 - 2 ENDSILL SKALA 1 : 200

Endsill

Beton Mutu (K225) 9.00

PERSPEKTIF ENDSILL CONSOLIDATION DAM IV

2.00

2.00

9.00

CROSS SECTION 1 - 1 ENDSILL SKALA 1 : 200

1:0.2 1.40

1.00

2.00 1:0.2

1.40 +633.52

+633.52

Expansion and Contraction Joint

4.50 4.50

+631.52

+633.52

+631.52 +633.52

+631.52

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

DETAIL ENDSILL CONSOLIDATION

DAM IV SUNGAI TAMURAI

650

645

640

635

630

625 bidang persamaan reference level ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)

DISTANCE (m)

NOMOR PROFIL PROFILE NUMBER ELEVASI CHANNEL WORK PLAN RIVER BED LEVEL

LONG SECTION D - D CONSOLIDATION DAM IV SUNGAI TAMURAI SKALA 1 : 300

P57 P58 P59 P60 P61

10.00

632.524 631.711

10.00

634.955 633.304

7.73

636.611 634.897

10.00

638.266

10.00

639.911

8.50

641.515

10.00

642.530 640.965 643.544 642.538

641.667 639.629

1.50

637.890

2.27 10.00

630.094 630.117 636.129

3.30 6.00

3.00 3.00

9.30

5.80

1.00 1.00

16.80

8.36 8.36

2.00 5.00 8.30

1.30 H.W.L

7.00 1.00

1:0.2

3.80 1.00

1.50 1.20 3.00

H.W.L

1.10

1.50

1:0.6

Channel Work Beton Sikloop Mutu (K175)

Channel Work Beton Sikloop Mutu (K175)

Main Dam Beton Mutu (K250) Pipa Suling

PVC Ø2"

Apron Beton Mutu (K225) Side Wall Beton Sikloop Mutu (K175)

Joint Filler Tebal 10 cm Tangga

Timbunan Tanah Kembali 1:0.5

+636.63 +636.63

3.30 1.50

16.00

1.00

Sub Dam Beton Mutu (K250) Batu Boulder

650-800 Kg Rip-Rap

+641.63 +643.63 +644.93

+637.63 +641.43 +641.43

+638.13

1.00

2.00

1:0.2

+633.52

+631.52

1.001.401.00 3.40 Endsill

Beton Mutu (K225)

Planned Slope 1/7.14 (S 14.00%)

Planned Slope 1/6 (S 15.93%)

1 : 0.33

1 : 0.13

+632.13

Gambar Shop Drawing :

Provinsi :

SULAWESI TENGAH

PPK SUNGAI DAN PANTAI II

RIVER IMPROVEMENT AND SEDIMENT CONTROL IN NAMO RIVER AND KULAWI

RIVER AREA KAB. SIGI

Pekerjaan :

K E M E N T E R I A N P E K E R J A A N U M U M D A N P E R U M A H A N R A KY A T

B A L A I W I L A Y A H S U N G A I S U L A W E S I I I I P A L U S N V T P E L A K S A N A A N J A R I N G A N S U M B E R A I R W S . P A L U - L A R I A N G , W S . P A R I G I - P O S O , W S . K A L U K U - K A R A M A P R O V I N S I S U L A W E S I T E N G A H

J a l a n A b d u l R a h m a n S a l e h N o . 2 3 0 P a l u T e l e p o n 0 4 5 1 - 4 8 2 1 4 7 F a k s i m i l i 0 4 5 1 - 4 8 2 1 0 1

DIREKTORAT JENDERAL SUMBER DAYA AIR

Galian Tanah Timbunan Tanah Timbunan Tanah Kembali Tanah Eksisting

Center Line (As Alur Sungai) CL

LEGENDA :

Proyeksi Bangunan E pansion Joint High Water Level

LONG SECTION D - D CONSOLIDATION

DAM IV SUNGAI TAMURAI