Download - 5. Lampiran 4 - Gambar Dokumen Pengadaan
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P.0ST A 0 + 000
P.1ST A 0 + 020
P.2ST A 0 + 070
P.3ST A 0 + 120
P.4ST A 0 + 140
P.5ST A 0 + 190
P.6ST A 0 + 240
P.7ST A 0 + 290
P.8ST A 0 + 298.82
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P.0 P.1 P.2 P.3 P.4 P.5 P.6 P.7 P.8
28.00
JARAK LANGSUNG / ACCUMULATED DISTANCE
DIMENSI SUNGAI DAN DATA TAMBAHANCANAL DIMENSIONS AND ADDITIONAL DATA
ELEVASI DASAR SUNGAI SISI KANANBED LEVEL SIDE DRAIN RIGHT SIDE
ELEVASI TANAH ASLI PADA AS SUNGAI
ELEVASI DASAR SUNGAI PADA AS
PROFILE NUMBER
JARAK PROFIL / DISTANCE
ELEVASI DASAR SUNGAI SISI KIRIBED LEVEL SIDE DRAIN LEFT SIDETYPE BANGUNANTYPE OF STRUCTURE
TRACE SUNGAIALIGNMENT
ELEVASI DASAR SUNGAIBED LEVEL
ELEVASI MUKA AIR RENCANADESIGN WATERLEVEL
ELEVASI TANGGULBANK LEVEL
GROUND LEVEL IN CENTER LINE
BED LEVEL IN CENTER LINE
ELEVASI TANGGUL KANANRIGHT BANK LEVEL
ELEVASI TANGGUL KIRILEFT BANK LEVEL
REN
CAN
A/D
ESIG
NYA
NG
AD
A/E
XIS
TIN
G
NOMOR PROFIL
PATOK HEKTOMETERHECTOMETER STONE
R X Y
- + + -
- + - +
vQ
mb
ih
l
k
Aw
a
a
b = 10.00 m h = 3.50m
i = 0.000170 m = 1.00SUNGAI KR. TIRO Rs.1 :
HM 0 1 2 3 4HM HM HM HM
20.00 50.00 20.00 50.00 50.00 50.00 8.82
22.7
9922
.841
17.0
1815
.699
19.6
6818
.431
16.5
815
.617
19.6
6819
.863
15.7
8214
.726
19.7
5319
.718
16.0
7115
.801
19.6
6819
.831
15.9
7415
.935
19.8
5219
.984
16.1
3816
.099
19.8
9220
.184
16.1
8716
.02
20.0
1520
.284
16.3
3916
.076
20.6
7520
.684
16.5
7716
.249
X =
96.4
5300
X =
96.4
5400
X =
96.4
5500
X =
96.4
5200
X =
96.4
5300
X =
96.4
5200
X =
96.4
5400
X =
96.4
5500
Y =5.1600 Y =5.1500 Y =5.1400 Y =5.1300
15.4
69
15.3
69
15.2
69
15.1
69
15.0
69
14.9
69
14.8
69
14.7
69
14.6
69
19.4
69
19.3
69
19.2
69
19.1
69
19.0
69
18.9
69
18.8
69
18.7
69
18.6
69
-
+28.204
TYPICAL REHAB MERCU SKALA1 : 100LUAS PENANGANAN = 30.00 M'
-
1
1.5
1
1.5
4.00
1.50 32.00 4.00
4.00
20.00
TYPICAL PENGERUKAN SKALA1 : 100LUAS PENANGANAN = 298.82 M'
-
13,00
18
P.0STA 0 + 000
3.00 1.50 2.56 3.10 3.00 3.00 2.00 1.00 2.00 7.00 7.00 5.00 4.00 6.00 5.00
17
16
15
14
20
19
21
3.002.00
16.6
15
15.7
48
15.6
99
15.8
71
16.3
99
17.0
18
17.0
3
17.2
07
17.3
58
18.10
4
18.2
56
18.3
06
18.3
41
21.4
41
22.8
41
22.7
79
22.8
38
22.7
99
Gar
is Im
pit
Gar
is Im
pit
3.00
22.7
99
22.8
41
21.6
87
19.13
1
18.3
41
16.8
65
Gar
is Im
pit
Gar
is Im
pit
3.10 2.56 1.50 3.00
-
P.1STA 0 + 020
3.00 1.50 2.56 3.10 3.00 3.00 2.00 1.00 2.00 7.00 6.00 5.00 4.00 6.00 5.00 3.003.002.00
RATA
1.023
13,00
18
17
16
15
14
20
19
21
1.023
1
1.5
1
1.5
4.00
1.50 32.00 4.00
4.00
20.00
15.8
94
15.7
74
15.7
59
15.6
17
16.5
11
16.5
8
16.6
22
16.7
5
17.7
69
17.7
7
17.8
2
18.10
3
18.16
1
18.2
09
19.6
68
19.6
68
Gar
is Im
pit
Gar
is Im
pit
3.001.502.562.00
18.4
31
18.4
69
18.3
44
17.9
94
16.6
75
Gar
is Im
pit
Gar
is Im
pit
-
P.2STA 0 + 070
3.00 2.00 3.00 1.20 5.00 3.00 3.00 1.50 2.00 7.00 6.00 5.00 4.00 6.00 3.002.00
RATA
13,00
18
17
16
15
14
20
19
21
1
1.5
1
1.5
4.00
1.50 32.00 4.00
4.00
20.00
15.9
83
16.4
83
16.3
22
16.4
66
16.4
48
16.5
37
16.2
24
16.4
3
18.11
9
18.14
2
18.13
9
17.6
06
17.6
95
18.3
19
18.3
67
19.6
68
19.6
68
Gar
is Im
pit
Gar
is Im
pit
3.502.501.562.003.00
19.8
63
19.9
01
19.7
76
19.4
26
16.6
51
15.9
83
Gar
is Im
pit
Gar
is Im
pit
-
P.3STA 0 + 120
3.00 2.00 3.00 1.20 3.00 3.00 3.00 1.50 2.00 7.00 6.00 5.00 4.00 6.00 5.00 3.003.002.00
RATA
13,00
18
17
16
15
14
20
19
21
1
1.5
1
1.5
4.00
1.50 32.00 4.00
4.00
20.00
16.8
16
15.8
85
15.9
53
15.8
01
15.9
82
15.9
82
16.0
71
16.7
78
16.7
97
16.8
57
17.16
3
17.17
5
17.3
91
18.3
18
18.3
67
19.7
53
19.7
53
Gar
is Im
pit
Gar
is Im
pit
3.001.502.562.00
19.7
18
19.7
57
19.6
32
19.2
81
16.6
66
Gar
is Im
pit
Gar
is Im
pit
-
3.001.502.562.003.00
19.8
31
19.8
69
19.7
44
19.3
94
16.5
74
Gar
is Im
pit
Gar
is Im
pit
P.4STA 0 + 140
3.00 2.00 3.00 1.20 3.00 3.00 3.00 1.50 2.00 7.00 6.00 5.00 4.00 6.00 5.00 3.003.002.00
RATA
13,00
18
17
16
15
14
20
19
21
1
1.5
1
1.5
4.00
1.50 32.00 4.00
4.00
20.00
16.3
17
15.9
11
16.0
74
15.9
41
15.9
35
16.0
23
15.9
74
16.0
63
17.19
4
17.2
17
17.4
02
17.5
52
17.9
06
18.3
19
18.3
67
19.6
68
19.6
68
Gar
is Im
pit
Gar
is Im
pit
- a. Gambar 1.pdfb. Gambar 2.pdfc. Gambar 3.pdfd. Gambar 4.pdfe. Gambar 5.pdff. Gambar 6.pdfg. Gambar 7.pdfh. Gambar 8.pdfi. Gambar 9.pdf