Embed Size (px)
Citation preview
T
O
M
U
V
O
Z
DUCTIL Ø80
A
C
Ø
8
0
CE
ST
A
UVOZ
42 325
389 450
8
6
4
13A
17
UVOZ
UVOZ
UVOZPOMORSKA ŠOLA
A
C
Ø
8
0
42 300
389 400
42 300
389 450
42 225
38
9 4
50
42 225
38
9 4
00
K
O
L
E
S
A
R
S
K
A
P
O
T
P
E
Š
P
O
T
L
Ž
Ø
3
0
0
/
1
T
T
L
Ž
Ø
3
0
0
/
2
T
T
A
C
Ø
8
0
NL Ø100
G:\Users\User\Documents\IGL\2015\PROJEKTI\792\PZI INFRASTRUKTURA POT POMORŠČAKOV PORTOROŽ FAZNOST.dwg
(P
LO
T)15. februar 2016
T
O
M
U
V
O
Z
DUCTIL Ø80
A
C
Ø
8
0
CE
ST
A
UVOZ
42 325
389 450
8
6
4
13A
17
UVOZ
UVOZ
UVOZPOMORSKA ŠOLA
A
C
Ø
8
0
42 300
389 400
42 300
389 450
42 225
38
9 4
50
42 225
38
9 4
00
K
O
L
E
S
A
R
S
K
A
P
O
T
P
E
Š
P
O
T
L
Ž
Ø
3
0
0
/
1
T
T
L
Ž
Ø
3
0
0
/
2
T
T
A
C
Ø
8
0
NL Ø100
HIDRANT
L
=
8
.
2
4
m
i
=
2
.
4
3
%
P
V
C
3
0
KI 1.10 m
KV 1.33 m
KP 2.43 m
JAŠEK: Ø80cm
JM1
L
=
4
.
1
8
m
i
=
1
7
.
5
4
%
P
V
C
3
0
JM2
JAŠEK: Ø80cm
KP 4.56 m
KV 3.50 m
KI 2.06 m
L
=
5
.
0
4
m
i=
1
4
.
1
4
%
P
V
C
3
0
KI 4.21 m
KV 5.94 m
KP 6.71 m
JAŠEK: Ø80cm
JM3
L
=
3
.
4
8
m
i=
1
3
.
4
3
%
P
V
C
3
0
JM4
JAŠEK: Ø80cm
KP 7.91 m
KV 6.95 m
KI 6.41 m
L
=
5
.
1
9
m
i=
1
5
.
7
5
%P
V
C
3
0
KI 7.76 m
KV 8.40 m
KP 9.30 m
JAŠEK: Ø80cm
JM5
L
=
8
.
4
9
m
i=
1
4
.
9
8
%
P
V
C
3
0
KI 9.67 m
KV 10.10 m
KP 10.92 m
JAŠEK: Ø80cm
JM6
L
=
5
.
6
4
m
i=
1
3
.
6
1
%
P
V
C
3
0
JM7
JAŠEK: Ø80cm
KP 12.27 m
KV 11.41 m
KI 10.87 m
L
=
7
.2
6
mi=
1
4
.8
7
%
P
V
C
3
0
KI 12.49 m
KV 13.30 m
KP 14.09 m
JAŠEK: Ø80cm
JM8
L
=
9
.
3
2
m
i=
1
5
.
2
9
%P
V
C
3
0
KI 14.72 m
KV 15.00 m
KP 16.08 m
JAŠEK: Ø80cm
JM9
L
=
8
.
4
9
m
i=
1
4
.
5
3
%
P
V
C
3
0
JM10
JAŠEK: Ø80cm
KP 17.52 m
KV 16.45 m
KI 16.23 m
L
=
8
.
9
4
m
i=
1
2
.
8
6
%P
V
C
3
0
KI 17.60 m
KV 17.75 m
KP 18.85 m
JAŠEK: Ø80cm
JM11
P
V
C
3
0
i
=
1
1
.
0
7
%
L
=
3
.
9
7
m
JM12
JAŠEK: Ø80cm
KP 19.55 m
KV 18.71 m
KI 18.19 m
L=
8.81m
i=
18.56%
PV
C 30
KI 20.35 m
KV 21.76 m
KP 23.43 m
JAŠEK: Ø80cm
JM13
L=
3.60m
i=
4.79%
PV
C 30
KI 21.93 m
KP 23.53 m
JAŠEK: Ø80cm
JM14
L
=
8
.
8
4
m
i=
3
.
7
1
%
P
V
C
3
0
KI 22.26 m
KP 23.68 m
JAŠEK: Ø80cm
JM15
KI 0.50 m
VV 0.90 - KANAL M
KP 2.11 m
ObstMJ2
L
=
2
.
7
2
m
i
=
3
.
3
1
%
G
R
P
3
0
JF1
JAŠEK: Ø80cm
KP 2.08 m
KI 1.09 m
L=
10.23m
i=
3.48%
GR
P 30
KI 1.45 m
KV 1.66 m
KP 2.42 m
JAŠEK: Ø80cm
JF2
L
=
5
.
2
7
m
i
=
7
.
8
0
%
G
R
P
3
0
JF3
JAŠEK: Ø80cm
KP 4.57 m
KV 3.67 m
KI 2.07 m
L
=
4
.
8
0
m
i=
1
1
.
5
4
%G
R
P
3
0
KI 4.22 m
KV 5.85 m
KP 6.72 m
JAŠEK: Ø80cm
JF4
L
=
3
.
7
7
m
i=
1
5
.
0
9
%G
R
P
3
0KI 6.42 m
KV 7.04 m
KP 7.92 m
JAŠEK: Ø80cm
JF5
L
=
5
.
2
7
m
i=
1
4
.
6
7
%G
R
P
3
0
KI 7.81 m
KV 8.37 m
KP 9.31 m
JAŠEK: Ø80cm
JF6
L
=
7
.
3
2
m
i=
1
3
.
0
6
%
G
R
P
3
0
JF7
JAŠEK: Ø80cm
KP 10.83 m
KV 9.99 m
KI 9.33 m
L
=
6
.
3
9
m
i=
1
2
.
4
6
%G
R
P
3
0
JF8
JAŠEK: Ø80cm
KP 12.28 m
KV 11.25 m
KI 10.78 m
L
=
7
.
9
6
m
i=
1
3
.
1
0
%G
R
P
3
0
KI 12.30 m
KV 13.49 m
KP 14.30 m
JAŠEK: Ø80cm
JF9
L
=
7
.
2
8
m
i=
1
3
.
2
7
%
G
R
P
3
0
JF10
JAŠEK: Ø80cm
KP 15.95 m
KV 14.98 m
KI 14.45 m
L
=
1
0
.
6
9
m
i=
1
0
.
4
5
%
G
R
P
3
0
KI 16.10 m
KV 16.68 m
KP 17.60 m
JAŠEK: Ø80cm
JF11
L
=
7
.
2
6
m
i=
7
.
3
7
%
G
R
P
3
0
KI 17.21 m
KP 18.81 m
JAŠEK: Ø80cm
JF12
G
R
P
3
0
i
=
5
.
9
5
%
L
=
2
.
2
8
m
JF13
JAŠEK: Ø80cm
KP 19.23 m
KI 17.35 m
L=
13.01m
i=
34.91%
GR
P 30
KI 21.89 m
KP 23.55 m
JAŠEK: Ø80cm
JF14
L
=
9
.
1
4
m
i=
2
.
5
2
%
G
R
P
3
0
JF15
JAŠEK: Ø80cm
KP 23.72 m
KI 22.12 m
L
=
2
0
.
1
6
m
i=
4
.
2
4
%
G
R
P
3
0
JF16
JAŠEK: Ø80cm
KP 24.57 m
KI 22.97 m
L
=
1
3
.
2
1
m
i
=
5
.
8
2
%
G
R
P
3
0
JF17
JAŠEK: Ø80cm
KP 25.35 m
KI 23.74 m
L
=
3
.
0
4
m
i
=
5
.
8
2
%
G
R
P
3
0
KI 23.92 m
KP 25.59 m
JAŠEK: Ø80cm
JF18
ObstFJ2
KP 2.20 m
VV 1.00 - KANAL F
KI 0.45 m
G:\Users\User\Documents\IGL\2015\PROJEKTI\792\PZI INFRASTRUKTURA POT POMORŠČAKOV PORTOROŽ FAZNOST.dwg
(P
LO
T)15. februar 2016
T
O
M
U
V
O
Z
DUCTIL Ø80
A
C
Ø
8
0
CE
ST
A
UVOZ
42 325
389 450
8
6
4
13A
17
UVOZ
UVOZ
UVOZPOMORSKA ŠOLA
A
C
Ø
8
0
42 300
389 400
42 300
389 450
42 225
38
9 4
50
42 225
38
9 4
00
K
O
L
E
S
A
R
S
K
A
P
O
T
P
E
Š
P
O
T
L
Ž
Ø
3
0
0
/
1
T
T
L
Ž
Ø
3
0
0
/
2
T
T
A
C
Ø
8
0
NL Ø100
HIDRANT
1 - MS1
2
3 - MS2
4 - MS3
5 - MS4
6 - MS5
7
8
9 - MS6
10 - MS7
11
12
13
14 - MS8
15 - MS9
16 - MS10
17 - MS11
18 - MS12
19 - MS13
20 - MS14
21 - MS15
22 - MS16
23 - MS17
24 - MS18
25 - MS19
26 - MS20
1 - MS20
2 - MS21
3
4 - MS22
5 - MS23
G:\Users\User\Documents\IGL\2015\PROJEKTI\792\PZI INFRASTRUKTURA POT POMORŠČAKOV PORTOROŽ FAZNOST.dwg
(P
LO
T)15. februar 2016
-3.00
-1.00
1.00
3.00
5.00
7.00
9.00
11.00
13.00
15.00
17.00
19.00
21.00
23.00
25.00
27.00
KANAL M
1.00
Ø300 nl300
0.97
Ø300 nl300
1.37
Ø300 KANAL F
17.65
Ø300 KANAL F
ObstMJ2 Ø1000 mm
JM1 Ø800 mm
JM2 Ø800 mm
JM3 Ø800 mm
JM4 Ø800 mm
JM5 Ø800 mm
JM6 Ø800 mm
JM7 Ø800 mm
JM8 Ø800 mm
JM9 Ø800 mm
JM10 Ø800 mm
JM11 Ø800 mm
JM12 Ø800 mm
JM13 Ø800 mm
JM14 Ø800 mm
JM15 Ø800 mm
mk60 Ø600.0
0.50
,mk60
ObstMJ2 - mk60
JM1JM2 JM3JM4 JM5 JM6 JM7 JM8 JM9 JM10 JM11
JM12
JM13
JM14
JM15
IME
0.00
8.24
12.42
17.46
20.94
26.13
34.61
40.25
47.51
56.84
65.33
74.27
78.24
87.05
90.65
99.48
STACIONAŽA
2.11
2.43
4.56
6.71
7.91
9.30
10
.92
12
.27
14
.09
16
.08
17
.52
18
.85
19
.55
23
.43
23
.53
23
.68
KOTA TERENA
0.50
0.90
1.10
1.33
2.06
3.50
4.21
5.94
6.41
6.95
7.76
8.40
9.67
10.10
10.87
11.41
12.49
13.30
14.72
15.00
16.23
16.45
17.60
17.75
18.19
18.71
20.35
21.76
21.93
22.26
KOTA IZTOKA, VTOKA
1.7
2
1.3
2
1.4
4
1.2
1
2.6
1
1.1
7
2.6
1
0.8
8
1.6
1
1.0
7
1.6
4
1.0
1
1.3
7
0.9
3
1.5
2
0.9
7
1.7
1
0.9
0
1.4
6
1.1
8
1.3
9
1.1
8
1.3
6
1.2
1
1.4
7
0.9
4
3.2
0
1.7
8
1.7
1
1.5
3
GLOBINA IZKOPA
2.43 17.54 14.14 13.43 15.75 14.98 13.61 14.87 15.29 14.53 12.86 11.07 18.56 4.79 3.71
PADEC
8.24 4.18 5.04 3.48 5.19 8.49 5.64 7.26 9.32 8.49 8.94 3.97 8.81 3.60 8.84
DOLŽINA
PVC DN 300 SN 8 , L=99.48
CEV PROFIL DOLŽINA
-3.00
-1.00
1.00
3.00
5.00
7.00
9.00
11.00
13.00
15.00
17.00
19.00
21.00
23.00
25.00
27.00
29.00
KANAL F
1.04
DN300,KANAL M
18.11
DN300,KANAL M
0.46
Ø600 mk60
1.00
Ø300 nl300
0.97
Ø300 nl300
1.22
Ø300 meš30
5.84
DN 100,NL 100/1
17.72
DN 100,NL 100/1
ObstFJ2 Ø1000 mm
JF1 Ø800 mm
JF2 Ø800 mm
JF3 Ø800 mm
JF4 Ø800 mm
JF5 Ø800 mm
JF6 Ø800 mm
JF7 Ø800 mm
JF8 Ø800 mm
JF9 Ø800 mm
JF10 Ø800 mm
JF11 Ø800 mm
JF12 Ø800 mm
JF13 Ø800 mm
JF14 Ø800 mm
JF15 Ø800 mm
JF16 Ø800 mm
JF17 Ø800 mm
JF18 Ø800 mm
fk100 Ø1000.0
0.45
,fk100
ObstFJ2 - fk100
JF1 JF2 JF3 JF4JF5 JF6 JF7 JF8 JF9 JF10 JF11 JF12
JF13
JF14 JF15 JF16
JF17
JF18
0.00
2.72
12.95
18.22
23.02
26.79
32.06
39.38
45.77
53.73
61.01
71.69
78.95
81.24
94.24
103.38
123.54
136.75
139.79
2.20
2.08
2.42
4.57
6.72
7.92
9.31
10
.83
12
.28
14
.30
15
.95
17
.60
18
.81
19
.23
23
.55
23
.72
24
.16
24
.57
25
.35
25
.59
0.45
1.00
1.09
1.45
1.66
2.07
3.67
4.22
5.85
6.42
7.04
7.81
8.37
9.33
9.99
10.78
11.25
12.30
13.49
14.45
14.98
16.10
16.68
17.21
17.35
21.89
22.12
22.97
23.74
23.92
1.8
5
1.3
0
1.0
9
1.0
7
0.8
6
2.6
0
1.0
0
2.6
0
0.9
7
1.6
0
0.9
8
1.6
0
1.0
4
1.6
0
0.9
4
1.6
0
1.1
3
2.1
0
0.9
1
1.6
0
1.0
7
1.6
0
1.0
2
1.7
0
1.9
8
1.7
6
1.7
0
1.6
9
1.7
0
1.7
7
3.31 3.48 7.80 11.54 15.09 14.67 13.06 12.46 13.10 13.27 10.45 7.37 5.95 34.91 2.52 4.24 5.82
2.72 10.23 5.27 4.80 3.77 5.27 7.32 6.39 7.96 7.28 10.69 7.26 2.28 13.01 9.14 20.16 13.21 3.04
GRP Ø30 , L=139.79
G:\Users\User\Documents\IGL\2015\PROJEKTI\792\PZI INFRASTRUKTURA POT POMORŠČAKOV PORTOROŽ FAZNOST.dwg
(P
LO
T)15. februar 2016
-3.00
-1.00
1.00
3.00
5.00
7.00
9.00
11.00
13.00
15.00
17.00
19.00
21.00
23.00
25.00
NL 100/1
6.00
Ø300 KANAL F
17.16
Ø300 KANAL F
1 - M
S1
2
3 - M
S2
4 - M
S3
5 - M
S4
6 - M
S5
7 8
9 - M
S6
10 - M
S7
11
12
13
14
- M
S8
15
- M
S9
16 - M
S1
0
17
- M
S1
1
18 - M
S1
2
19
- M
S13
20 - M
S1
4
21 - M
S1
5
22 - M
S1
6
23 - M
S1
7
24 - M
S1
8
25 - M
S1
9
26 - M
S2
0
IME
0.00
2.58
8.61
10.51
12.23
13.17
17.37
18.33
25.37
26.37
32.33
38.70
40.34
47.49
48.15
57.16
57.90
64.13
65.13
67.15
68.34
72.20
74.41
77.69
81.71
85.15
STACIONAŽA
2.87
4.11
6.95
7.49
7.93
9.30
10.80
10.99
12.29
14.05
14.39
15.99
16.06
17.54
17.59
18.65
18.78
19.22
19.50
20.02
21.08
23.36
23.56
23.52
23.46
KOTA TERENA
0.95
2.39
5.75
5.88
6.72
6.92
7.84
8.05
9.59
9.81
11.12
12.87
13.22
14.71
14.82
16.38
16.51
17.63
17.82
18.21
18.44
19.08
19.92
22.17
22.23
22.28
KOTA IZTOKA, VTOKA
2.02
1.82
1.31
1.72
1.29
1.11
1.56
1.37
1.32
1.29
1.28
1.29
1.28
1.39
1.34
1.27
1.19
1.13
1.06
1.11
1.17
1.04
1.27
1.30
1.40
1.29
GLOBINA IZKOPA
55.71 6.9148.89 21.88 27.60 20.90 17.20 17.95 19.30 16.6637.7568.55 1.52
PADEC
1
41
43
20
22
9 4
12
12
4 7 4
24
24
20
21
48
26
13
45
1 0 0
11
KOT HORIZONTALNEGA LOMA
-25.1
7
22.1
0
-13.7
1
3.09
-3.63
-2.04
0.42
0.75
-1.47
11.2
2
13.7
5
-33.5
6
KOT VERTIKALNEGA LOMA
2.95
6.90
1.91
1.92
0.95
4.30
0.99
7.20
1.03
6.10
6.61
1.67
7.30
0.67
9.15
0.74
6.33
1.02
2.06
1.21
3.91
2.36
3.98
4.02
3.44
DOLŽINA
NL DN 100 K9,L=6 m , L=88.73
CEV PROFIL DOLŽINA
18.00
20.00
22.00
24.00
26.00
28.00
NL 100/2
22.83
Ø300 meš30
1 - M
S20
2 - M
S21
3
4 - M
S22
5 - M
S23
0.00
1.84
5.62
10.57
16.92
23.63
23.62
23.81
24.03
24.40
22.49
22.57
22.74
22.95
23.37
1.24
1.15
1.18
1.19
1.13
4.53 4.06 6.68
16
0
13
-0.27
1.50
1.84
3.79
4.96
6.36
NL DN 100 K9,L=6 m , L=16.94
NA
VE
ZA
VA
N
A
OB
ST
. N
L1
00
NA
VE
ZA
VA
N
A
OB
ST
. N
L1
00
NA
VE
ZA
VA
N
A
OB
ST
. N
L1
00
NA
VE
ZA
VA
N
A
OB
ST
. A
C8
0
HID
RA
NT
G:\Users\User\Documents\IGL\2015\PROJEKTI\792\PZI INFRASTRUKTURA POT POMORŠČAKOV PORTOROŽ FAZNOST.dwg
(P
LO
T)15. februar 2016
MS 1
NL 100
(obstoječ)
NL 100
MS 2
NL 100
NL 100
1KOSMMK DN 100/451
NL 100
NL 100
1KOSMMK DN 100/451
NL 100
MS 3
MS 4
NL 100
1KOSMMK DN 100/221
22°
45°
45°
NL 100
MS 5
NL 100
1KOSMMK DN 100/221
22°
MS 6
NL 100
NL 100
1KOSMMK DN 100/111
11°
MS 7
NL 100
NL 100
1KOSMMK DN 100/111
11°
NL 100
MS 8
NL 100
1KOSMMK DN 100/221
22°
NL 100
MS 9
NL 100
1KOSMMK DN 100/221
22°
NL 100
MS 10
NL 100
1KOSMMK DN 100/221
22°
NL 100
MS 11
NL 100
1KOSMMK DN 100/221
22°
NL 100
NL 100
1KOSMMK DN 100/451
MS 12
45°
MS 13
45°
NL 100
MS 13
NL 100
1KOSMMK DN 100/221
22°
MS 14
NL 100
NL 100
1KOSMMK DN 100/111
11°
MS 15
NL 100
NL 100
1KOSMMK DN 100/451
45°
MS 16
NL 100
NL 100
1KOSMMK DN 100/111
11°
MS 17
NL 100
NL 100
1KOSMMK DN 100/111
11°
NL 100
MS 18
NL 100
1KOSMMK DN 100/221
22°
MS 19
NL 100
NL 100
1KOSMMK DN 100/111
11°
MS 20
NL 100
(obstoječ)
NL 100
NL 100
1KOST DN 1001
3
3
KOS 1
KOS
KOS
E DN 100
T DN 100/802
4
3 EV ZASUN DN 100
3
3
1KOS
KOS
KOS 1
KOS
1
1KOS
KOSFF DN 80/300
QN DN 80
10
9
8
7
6
CESTNA KAPA OKROGLA
CESTNA KAPA OVALNA
VGRADNA GARNITURA
PODZEMNI HIDRANT DN 80
5
MS 21
NL 100
NL 100
1KOSMMK DN 100/111
11°
MS 22
NL 100
NL 100
1KOSMMK DN 100/111
11°
MS 23
MS 23
NL 100
1KOSE DN 1001
AC 80
(obstoječ)
1
1
KOS 1
KOS
KOS
ENOJNA FISCHER SP DN 80
FFR DN 100/802
4
3 FFK DN 80/11
11°
G:\Users\User\Documents\IGL\2015\PROJEKTI\792\PZI INFRASTRUKTURA POT POMORŠČAKOV PORTOROŽ FAZNOST.dwg
(P
LO
T)15. februar 2016
