Download - Drainase Sementara
KAMAL
+1.03
+2.43
±0.00
+1.63
10000Lebar Kawasan Kerja
+1.19 m
13000Lebar Milik Sungai
PompaRumah
CL +4.80 m
-20.00 m
LWS ±0.00
Capping Beam
Tiang Pancang Beton K500Ø800, t = 120 mm, P = 24 m
POTONGAN CRK.1
Kali Kamal
Darat Sungai
KAMAL
+1.48+1.29+1.43
±0.00
+4.80 m
LWS ±0.00
+1.19 mKiosKiosRumah
CL
POTONGAN CRK.2
Capping Beam
10000Lebar Kawasan Kerja
18500Lebar Milik Sungai
Kali Kamal
Darat Sungai
KAMAL
+2.64
+1.27
+4.80 m
-20.00 m
LWS ±0.00
+1.19 m
CL
17000Lebar Milik Sungai10000
Lebar Kawasan Kerja
Capping Beam
Tiang Pancang Beton K500Ø800, t = 120 mm, P = 24 m
POTONGAN CRK.3
Darat Sungai
Kali Kamal
KAMAL
+1.96+1.68
+4.80 m
-20.00 m
LWS ±0.00
+1.19 m
Rumah
CL
10000Lebar Kawasan Kerja
7000Lebar Milik Sungai
Capping Beam
Tiang Pancang Beton K500Ø800, t = 120 mm, P = 24 m
POTONGAN CRK.4
Darat Sungai
Kali Kamal
KAMAL
-0.71
+0.55
+4.80 m
-20.00 m
LWS ±0.00
+1.19 m
5200Lebar Milik Sungai
Kios
CL
10000Lebar Kawasan Kerja
Capping Beam
Tiang Pancang Beton K500Ø800, t = 120 mm, P = 24 m
Darat Sungai
POTONGAN CRK.5
Kali Kamal
KAMAL
-1.00
+1.53
+2.24
+4.80 m
-20.00 m
LWS ±0.00
+1.19 m
4500Lebar Milik Sungai
Kali Kamal
RumahRumahRumahRumahRumah
CL
10000Lebar Kawasan Kerja
Capping Beam
Tiang Pancang Beton K500Ø800, t = 120 mm, P = 24 m
Darat Sungai
POTONGAN CRK.6
RumahRumah