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KEMENTERIAN PEKERJAAN UMUM DAN PERUMAHAN RAKYAT
STA 0+525
0.25m
3.20m
0.25m
0.50m
3.00m
LANTAI KERJA
TIMBUNAN PASIR
0,35
1,5
0,5
Ø 10 - 250
D 16 - 180
0,35
1,5
0,5
0,25
Ø 10 - 250
4 - D 13
Ø 10 - 150
0,05
D 16 - 180
JARAK ( m )
ELEVASI TANAH ASLI
JARAK ( m )
ELEVASI RENCANA
2.00
31.564
31.543
3.69
Timbunan Kembali
Galian
31.580
29.873
29.098
29.098
29.680
31.880
31.913
2.00 0.50 4.15 0.50 4.42 2.78
28.998
28.998
28.998
28.998
31.882
2.00 6.00 2.00 1.35
Jalan Aspal
Eksisting Jalan Timbunan Tanah
Permukaan Tanah Eksisting
STA 0+550
0.25m
3.20m
0.25m
0.50m
3.00m
LANTAI KERJA
TIMBUNAN PASIR
0,35
1,5
0,5
Ø 10 - 250
D 16 - 180
0,35
1,5
0,5
0,25
Ø 10 - 250
4 - D 13
Ø 10 - 150
0,05
D 16 - 180
ELEVASI TANAH ASLI
31.108
Timbunan Kembali
Galian
31.153
29.866
29.083
29.083
29.483
31.453
31.553
Eksisting Jalan Timbunan Tanah
Jalan Aspal
Permukaan Tanah Eksisting

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cros siring 1.pdf

  • 1. KEMENTERIAN PEKERJAAN UMUM DAN PERUMAHAN RAKYAT STA 0+525 0.25m 3.20m 0.25m 0.50m 3.00m LANTAI KERJA TIMBUNAN PASIR 0,35 1,5 0,5 Ø 10 - 250 D 16 - 180 0,35 1,5 0,5 0,25 Ø 10 - 250 4 - D 13 Ø 10 - 150 0,05 D 16 - 180 JARAK ( m ) ELEVASI TANAH ASLI JARAK ( m ) ELEVASI RENCANA 2.00 31.564 31.543 3.69 Timbunan Kembali Galian 31.580 29.873 29.098 29.098 29.680 31.880 31.913 2.00 0.50 4.15 0.50 4.42 2.78 28.998 28.998 28.998 28.998 31.882 2.00 6.00 2.00 1.35 Jalan Aspal Eksisting Jalan Timbunan Tanah Permukaan Tanah Eksisting STA 0+550 0.25m 3.20m 0.25m 0.50m 3.00m LANTAI KERJA TIMBUNAN PASIR 0,35 1,5 0,5 Ø 10 - 250 D 16 - 180 0,35 1,5 0,5 0,25 Ø 10 - 250 4 - D 13 Ø 10 - 150 0,05 D 16 - 180 ELEVASI TANAH ASLI 31.108 Timbunan Kembali Galian 31.153 29.866 29.083 29.083 29.483 31.453 31.553 Eksisting Jalan Timbunan Tanah Jalan Aspal Permukaan Tanah Eksisting