KAMAL

Desain Tanggul Pantai dan Tanggul Sungai KamalDKI Jakarta

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

KAMAL

Masjid

Rumah

LWS ±0.001:2

10000Lebar Kawasan Kerja

+0.50 +1.26

CL

RumahRumahRumahPantai

+0.14

Rumah

+4.80 mCapping Beam

-20.00 mTiang Pancang Beton K500Ø800, t = 120 mm, P = 24 m

+1.19 m

Balok Beton400x400 mm

Geotextile Non Woven

POTONGAN CRK.7

Darat Laut