645
640
P.5A P.6A
P.7A P.8A
P.9A P.10A
Jl. Kalawara - Kulawi
Jalan Petani
Jalan Petani Jalan Petani
ENDSILL
GROUNDSILL
+644.61 +644.61
15.00
25.00 20.00
20.00
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 Sungai E isting
LEGENDA :
Jalan Desa Pemukiman Bungunan Dam As Rencana Sungai
N
S
E
W E
N W
S SKALA 1 : 500
SITUASI GROUNDSILL DAN ENDSILL
SUNGAI NAMO
DENAH GROUNDSILL DAN ENDSILL SUNGAI NAMO SKALA 1 : 300
P.7A
ENDSILL GROUNDSILL
30.00 15.00
25.00
20.00
20.00
646.90
P.6A
Pasangan Batu (Existing)
8.21 5.25
3.00
Revetment
Batu Boulder (200-500 Kg) Revetment
Beton Sikloop
Batu Boulder 650 - 800 Kg Groundsill Beton Mutu (K225)
Endsill
Beton Mutu (K225)
646.01 649.51 646.01
20.00
646.48 649.98 646.48
649.99
648.11 648.11
645.49 649.00
S = 4.95 %
S = 5.5 %
12.77
S = 7.00 % S = 7.00 %
Expansion andContraction Joint
10.00 10.00
Expansion and Contraction Joint
15.00 15.00
P.8A + 6.5 m
LS
644.61
642.69 646.19
647.12 647.96
646.19 646.19
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
DENAH GROUNDSILL DAN ENDSILL SUNGAI NAMO Galian Tanah
Timbunan Tanah Tanah Eksisting
Center Line (As Alur Sungai) CL
LEGENDA :
Proyeksi Bangunan
E pansion Joint
High Water Level
636.00
654.637 651.905 647.052 645.769 644.193 644.013 645.177 643.987 643.369 645.001 644.645 648.509 648.373 648.484
8.72 8.18 6.57 1.23 2.81 2.80 9.69
0.79 11.52 4.34 12.28 1.87 5.06
659
655
650
645
P.7A
2% 2%
Left Bank (South Side) Right Bank
(North Side)
1.75 20.00
CL H.W.L
CROSS SECTION NO. 7A SKALA 1 : 300
3.50 2.70
1.75
640
0.50 0.50
1.50
644.61 647.31 648.11
3.00
643.11
Groundsill Beton Mutu (K225)
Revetment Beton Sikloop
5.00
3.00
13.69 8.35
Timbunan Tanah
1.00
20.00
1.40
Timbunan Tanah Kembali Expansion and
Contraction Joint
10.00 10.00
1:0.5 1:0.5
1:0.5 1:0.5
2.50 15.00
2.50
2.00 2.50
644.61
4.50
642.61
640.11
1:11:1
ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)
DISTANCE (m)
reference level bidang persamaanGambar 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 Tanah Eksisting
Center Line (As Alur Sungai) CL
LEGENDA :
Proyeksi Bangunan E pansion Joint
High Water Level CROSS SECTION P.7A
GROUNDSILL
2.00
20.00
644.61
Groundsill Beton Mutu (K225) 644.61
2
1
DENAH GROUNDSILL SKALA 1 : 200
PERSPEKTIF GROUNDSILL Expansion and
Contraction Joint
10.00 10.00
Expansion and Contraction Joint
4.50
2.00 2.50
0.90 2.00
Groundsill Beton Mutu (K225)
2.90
POTONGAN 2 - 2 GROUNDSILL SKALA 1 : 200
1:0.2 CL
H.W.L
1:1
2.50 15.00
2.50
20.00
2.00 2.50
4.50
POTONGAN 1 - 1 GROUNNDSILL SKALA 1 : 200
Expansion and Contraction Joint
10.00 10.00
642.61
640.11
15.00
2.50 2.00
2.00
0.90
2.90
644.61 642.61
640.11
644.61 642.61
640.11
1:1
1:1
1:1
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 Tanah Eksisting
Center Line (As Alur Sungai) CL
LEGENDA :
Proyeksi Bangunan E pansion Joint High Water Level
DETAIL GROUNDSILL
635.00 640 645 650 655 660
656.499 649.440 647.067 644.545 643.862 643.510 641.743 642.610 643.011 643.695 643.885 643.184 647.105 647.305 647.421
10.91 7.72 1.84 17.02 2.15 3.20 5.82 2.97
0.92 4.03 10.21 5.66 2.86 3.13
ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)
DISTANCE (m)
reference level bidang persamaanCL
CROSS SECTION ENDSILL SKALA 1 : 300
2% 2%
H.W.L
RevetmentBeton Sikloop Revetment
Batu Boulder
Endsill Beton Mutu (K225) 1:1
1:1 1:0.5
1:0.5
13.25 1.75 20.00 1.75 3.25
1.00 28.00
1.00
30.00
3.50 1.50
5.00 2.00 1.00
3.00 2.70
Expansion and Contraction Joint
15.00 15.00
P.8A 6.5 m
Left Bank (South Side) Right Bank
(North Side)
642.69
639.69 640.69 642.69 641.19
642.69 646.19
646.90 645.39
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 Tanah Eksisting
Center Line (As Alur Sungai) CL
LEGENDA :
Proyeksi Bangunan E pansion Joint
High Water Level CROSS SECTION P.8A + 6.5 M
ENDSILL
3.00 2.00 1.00 0.60 2.00
Endsill
Beton Mutu (K225)
2.60
POTONGAN 2 - 2 ENDSILL SKALA 1 : 200
5.25 3.00
3.00
1.50 3.50 5.00
6.31
1:1.5
1:1.5 H.W.L
0.70 2.00 8.25
2.70
30.00
642.69
CL H.W.L
1:1
1:1
28.00 1.00 1.00
30.00
2.00 1.00
3.00
POTONGAN 1 - 1 ENDSILL SKALA 1 : 200
DENAH ENDSILL SKALA 1 : 200
2
1 Expansion and
Contraction Joint
15.00 15.00
1.50 13.50
13.50 1.50
Expansion and Contraction Joint
15.00 15.00
TYPICAL REVETMENT BATU BOULDER SKALA 1 : 200
Batu Boulder 200 - 500 Kg
Geotextile NW - 400 gsm Timbunan Tanah
Kembali
1:0.5
0.50
1:0.2 639.69
640.69 642.69
639.69 640.69 642.69
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 Tanah Eksisting
Center Line (As Alur Sungai) CL
LEGENDA :
Proyeksi Bangunan E pansion Joint
High Water Level DETAIL ENDSILL & REVETMENT
BATU BOULDER
0.60 2.00
1:0.2 1:0.5
10.38 14.98
LONG SECTION GROUNDSILL ENDSILL SKALA 1 : 300
635.00 640 645 650 655
ELEVASI TANAH ASLI ORIGINAL GROUND LEVEL JARAK (m)
DISTANCE (m)
reference level bidang persamaan644.426
643.368
641.801
640.143
10.00
640.972
10.00
642.193 642.584 642.976 643.897
5.00 5.00 5.00 5.00 10.00 10.00
NOMOR PROFIL PROFILE NUMBER ELEVASI CHANNEL WORK PLAN RIVER BED LEVEL
P.7A
Planned Slope 1/14.3 (S=7.00%)
P.6A P.8A
P.9A
2.60
UPSTREAM DOWNSTREAM
644.702 644.611
643.802 645.421 646.231
641.829 642.219
4.50
644.61 2.00
2.90 1:0.2
1.00 1.00
1:0.5 1:0.5
1.00 1.00
640.11
3.00
3.50 3.50
642.69
639.69
0.45 0.91
Endsill
Beton Mutu (K225) Batu Boulder 650 - 800 Kg
Revetment Beton Sikloop
Groundsill Beton Mutu (K225)
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 Tanah Eksisting
Center Line (As Alur Sungai) CL
LEGENDA :
Proyeksi Bangunan E pansion Joint
High Water Level LONG SECTION P.9A - P.6A
GROUNDSILL - ENDSILL
