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Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate
69
70
71
72
73
74
76
75
0,00 5 7 7 . 7 9
68
LIUBCOVA 1
TUB PVC ;SN 4 -Dn250 mm ;
L=577.79 m
Cs1
72.39
70.53
h = 1 ,
8 6
22.60
CM1
72.56
70.76
71.76
h = 1 ,
8 0
120.09
71,80
70,6068.30
67.80
h = 4 . 0
0
CM2/SP1
40.44 53.7410.60
71.61
70.7469.35
h = 2 .
4 7
CM3
12.78
73.83
71.25
h = 2 . 5
8
CM4
47.75
73.9571.73
h = 2 . 2
2
CM5
57.33
74.10
72.30
h = 1 . 8
0
CM6
73.9372.40
72.90
h = 1 . 5
3
CM7
9.6213.76
74.2072.51
h = 1 . 6
9
CM8
48.84
74.10
72.90
h = 1 . 2
0
CM9
32.05
74.24
73.16
h = 1 . 0
8
CM10
54.75
74.91
73.60
h = 1 . 3
1
CM11
53.31
75.2074.02`
h = 1 . 1
8
CM12
Numar camin
Distante partiale
Cota teren
Cote radier
Distante cumulate 1 0 3 5 , 4
LIUBCOVA 2
TUB PVC ;SN 4 -Dn250 mm ;
L=457,61 m
71.00 70.20
67
66
la SE
104.69
PEHDDext 110 mm ;L=120 m
PEHD
Dext 225 mm ;L=105 m
tub de protectie OLDn 350 mm
69
70
71
72
73
74
76
75
68
67
66
75.2074.02`
h = 1 . 1
8
CM12
5 7 7 . 7 9
PEHDDext 110 mm ;L=320 m
51.85
73.87
72.26
h = 1 . 6
1
CM13
57.69
72.80
71.57
h = 1 . 2
3
CM14
59.66
72.07
70.85
h = 1 . 2
2
CM15
33.21
71.50
68.72
70.45
h = 2 . 7
8
CM16
52.79
70.9068.98
h = 2 . 0
0
CM17
49.86
70.8069.23
h = 1 . 5
7
CM18
54.85
71.20
69.50
h = 1 . 7
0
CM19
39.94
70.70
69.70
h = 1 . 0
0
CM20
57.76
71.5069.99
h=1.51
CM21
PEHDDext 110 mm ;L=320 m
i= 1,2 %
i= 1 %
i= 1%
i= 1 %
i= 0,8%
i= 0,5%
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate 1 5 4 1 , 2 9
LIUBCOVA 3
TUB PVC ;SN 4 -Dn250 mm ;
L=505,89 m
69
70
71
72
73
74
76
75
68
67
66
10.44
71.5068.72
70.45
h = 2 . 7
8
CM16
71.2268.62
h = 2 . 6
0
CM22
44.87
68.30
67.52
h = 0 . 9
7
CM23
11.63
69,15
67.70
67,22
66.15
h = 3 . 0
0
CM24/SP1
32.87
69,00
68.03
h = 0 . 9
7
CM25
52.04
69,74
68.55
h = 1 . 1
9
CM26
43.13
70,3568.98
h = 1 . 3
7
CM27
38.58
70,5569.37
h = 1 . 1
8
CM28
27.37
71,0069.64
h = 1 . 3
6
CM29
45.46
71,60
70.1070.60
h = 1 . 5
0
CM30
31.26
72,17
70.85
h = 1 . 3
2
CM31
43.45
72,73
71.20
h = 1 . 5
3
CM32
15.84
72,92
71.33
h = 1 . 5
9
CM33
31.62
72,75
71.59
h = 1 . 1
6
CM34
27.76
72,96
71.81
h = 1 . 1
5
CM35
30.01
73,8072.05
72.55
h = 1 . 7
5
CM36
19.56
74,80
72.94
h = 1 . 8
6
CM37
1 0 3 5 , 4
S U B T R
A V E R S A R E
D N
S U B
T R A V E R S A R E
R I U
PEHDDext 110 mm ;L=320 m
NISIP
PROFILE TRANSVERSALETIP
0,70
0 , 3
0250mm
H v
a r i a b i l
umpluturi
0 , 0
5
NOTA: Prezenta plansa se coreleaza cu planul de situatie:
00 PS RC ;01 PS RC;02 PS RC;
01 p RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PROFIL LONGITUDINAL
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
DDE
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Tronson Dn 250 mm
Liubccova
jud Caras Severin
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 5/12
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate
69
70
71
72
73
74
76
75
2 0 5 5 , 4
1
68
TUB PVC ;SN 4 -Dn250 mm ;
L=514.12m
67
66
73.93
72.40
72.90
h = 1 . 5
3
CM7
1 5 4 1 , 2
9
43.52
74.88
73.34
h = 1 . 5
4
CM38
39.66
75.50
73.74
h = 1 . 7
6
CM39
32.49
75.64
74.12
h = 1 . 5
2
CM40
77
78
79
80
82
81
LIUBCOVA 4
82
74.8873.34
h = 1 . 5
4
CM38
30.36
75.90
73.6474.64
h = 2 . 2
6
CM41
41.21
77.6375.67
h = 1 . 9
6
CM42
35.54
78.86
76.5677.56
h = 2 . 3
0
CM43
49.39
81.40
79.04
h = 2 . 3
6
CM44
52.25
82.60
80.61
h = 2 . 2
6
CM45
71.6170.7469.35
h = 2 .
4 7
CM3
42.24
70.79
69.56
h = 1 . 0
5
CM46
27.44
71.30
69.7070.46
h = 1 . 6
0
CM47
26.99
71.6669.83
70.86
h = 1 . 8
3
CM48
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate
LIUBCOVA 5
TUB PVC ;SN 4 -Dn250 mm ;
L=572,15 m
69
70
71
72
73
74
76
75
68
67
66
77
78
79
55.76 37.27
74.58
72.5373.03
h = 2 . 0
5
CM49
75.50
73.66
CM50
h = 1 , 8
4
75.50
73.66
CM50
h = 1 , 8
4
35.87
75.8374.25
h = 1 . 7
7
CM51
35.76
75.9473.89
h = 2 . 0
5
CM52
56.74
76.8474.46
h = 2 . 3
8
CM53
54.82
76.23
74.91
h = 1 . 3
2
CM54
29.34
76.90
75.2075.70
h = 1 . 7
0
CM55
45.08
77.3275.6576.15
h = 1 . 6
7
CM56
42.16
77.70
76.55
h = 1 . 1
5
CM57
58.73
79.0077.78
h = 1 . 2
2
CM58
51.23
79.50
77.5278.52
h = 1 . 9
8
CM59
53.47
80.2079.05
h = 2 . 1
5
CM60
50.54
81.50
79.56
h = 1 . 8
9
CM61
81.3079.03
h = 2 . 2
7
CM62
58.41
81
82
80
2 0 5 5 , 4
1
2 6 2 7 , 5
6
NISIP
PROFILE TRANSVERSALETIP
0,70
0 , 3
0250mm
H v
a r i a b i l
umpluturi
0 , 0
5
NOTA: Prezenta plansa se coreleaza cu planul de situatie:
02 p RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PROFIL LONGITUDINAL
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
DDE
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Tronson Dn 250 mm
Liubccova
jud Caras Severin
00 PS RC ;01 PS RC;02 PS RC;
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 6/12
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate 3 2 0 0 ,
8
LIUBCOVA 6
TUB PVC ;SN 4 -Dn250 mm ;
L=573,24 m
81.3079.03
h = 2 . 2
7
CM62
36.96
81.6079.40
h = 2 . 2
0
CM63
35.25
81.2279.75
h = 1 . 4
7
CM64
53.56
81.68
80.29
h = 1 . 3
9
CM65
33.13
82.20
80.62
h = 1 . 5
8
CM66
54.47
83.2081.16
h = 2 . 0
4
CM67
58.57
84.1081.75
h = 2 . 3
5
CM68
31.95
83.50
82.07
h = 1 . 4
3
CM69
58.87
84.30
82.66
h = 1 . 6
4
CM70
54.87
84.97
83.21
h = 1 . 7
6
CM71
34.21
85.5583.5584.55
h = 2 . 0
0
CM72
41.76
86.17
84.97
h = 1 . 2
0
CM73
55.23
87.03
85.52
h = 1 . 5
1
CM74
24.41
87.5285.76
h = 1 . 7
6
CM75
77
78
79
81
82
80
83
84
85
87
88
86
2 6 2 7 , 5
6
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate 3 5 8 9 , 7 7
LIUBCOVA 7
TUB PVC ;SN 4 -Dn250 mm ;
L= 526,66 m
81
82
80
83
84
85
87
88
86
3 2 0 0 ,
8
87.5285.76
h = 1 . 7
6
CM75
54.69
88.84
86.31
h = 2 . 5
3
CM76
53.59
89.9086.85
h = 3 . 0
5
CM77
54.53
90.0087.40
h = 2 . 6
0
CM78
10.16
89.82
87.50
h = 2 . 3
2
CM79
69
70
71
72
73
74
76
75
68
7778
79
71.30
69.7070.46
h = 1 . 6
0
CM47
46.96
71.28
69.93
h = 1 . 3
5
CM80
41.55
72.1470.1471,14
h = 2 . 0
0
CM81
49.09
74.22
72.61
h = 1 . 6
1
CM82
49.67
75.00
73.60
h = 1 . 4
0
CM83
28.73
75.9473.89
h = 2 . 0
5
CM52
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate
LIUBCOVA 8
TUB PVC ;SN 4 -Dn250 mm ;
L=469,14 m
8990
91
3 7 2 7 ,
4 6
72.1470.1471,14
h = 2 . 0
0
CM81
48.39
72.30
70.38
CM84 h = 2 . 0
0
55.94
72.63
70,66
h = 1 . 9
7
CM85
11.49
73.0570.7372.00
h = 2 . 0
7
CM86
28.29
h = 2 . 4
7
CM87
59.62
76.5674.31
h = 2 . 2
5
CM88
59.57
76.2374.91
h = 1 . 3
2
CM54
69
70
71
72
73
74
76
75
68
77
78
79
h = 2 . 4
7
CM87
69
70
71
72
73
74
76
75
68
77
78
79
i= 0,5 %
i= 1,0 %
74.75
72.2872.99
73.71
74.7572.2872.9973.71
39.16
75.05
73.38
h = 1 . 6
7
CM89
48.89
75.2573.86
h = 1 . 3
9
CM90
43.13
75.5074.29
h = 1 . 2
1
CM91
31.42
76.6574.6075.60
h = 2 . 0
5
CM92
43.24
77.70
76.55
h = 1 . 1
5
CM57
4 1 9 6 ,
6
53.61 42.06 42.02
76.9075.2075.70
h = 1 . 7
0
CM55
71
72
73
74
76
75
77
78
79
8081
82
3 7 2 7 ,
4 6
78.3076.77
h = 1 . 5
3
CM93
79.3077.61
h = 1 . 6
9
CM94
80.30
78.45
h = 1 . 8
5
CM95
NISIP
PROFILE TRANSVERSALETIP
0,70
0 , 3
0250mm
H v
a r i a b i l
umpluturi
0 , 0
5
NOTA: Prezenta plansa se coreleaza cu planul de situatie:
03 p RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PROFIL LONGITUDINAL
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
DDE
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Tronson Dn 250 mm
Liubccova
jud Caras Severin
00 PS RC ;01 PS RC;02 PS RC;
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 7/12
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate 4 6 9 3 ,
0 6
LIUBCOVA 9
TUB PVC ;SN 4 -Dn250 mm ;
L=496,46m
81
82
80
83
84
85
87
88
86
4 1 9 6 ,
6
83.50
82.07
h = 1 . 4
3
CM69
29.28
84.05
82.36
h = 1 . 7
0
CM96
37.58
85.32
82.74
83.74
h = 2 . 5
8
CM97
53.95
86.52
85.09
h = 1 . 4
3
CM98
54.71
88.30
86.46
h = 1 . 8
4
CM99
57.74
90.00
87.90
h = 2 . 1
0
CM100
39.03
90.75
88.29
h = 2 . 4
6
CM101
59.84
90.30
88.89
88.34
h = 1 . 9
6
CM102
50.35
91.70
89.39
h = 2 . 3
1
CM103
32.54
92.25
89.72
h = 2 . 5
3
CM104
87.52
85.76
h = 1 . 7
6
CM75
47.76 33.68
88.50
86.24
87.50
h = 2 . 2
6
CM105
90.30
88.89
88.34
h = 1 . 9
6
CM102
89
90
91
92
Numar camin
Distante partiale
Cota teren
Cote radier
Distante cumulate
LIUBCOVA 10
TUB PVC ;SN 4 -Dn250 mm ;
L=511,0 3 m
69
68
67
66
4 6 9 3 ,
0 6
5 2 0 4 ,
0 9
CM1
72.56
70.76
71.76
h = 1 ,
8 0
40.04
72.90
71.08
71.90
h = 1 , 8
2
CM106
57.53
73.50
72.36
h = 1 . 1
4
CM107
54.73
73.94
72.80
h = 1 . 1
4
CM108
59.56
74.32
73.28
h = 1 . 0
4
CM109
30.25
74.55
73.52
h = 1 . 0
3
CM110
40.16
75.55
73.84
h = 1 . 7
1
CM111
69.58
75.68
74.40
h = 1 . 2
8
CM112
19.65
76.92
74.56
h = 2 . 3
6
CM113
22.07
76.76
74.74
75.74
h = 2 . 0
2
CM114
10.63
77.10
74.82
75.82
h = 2 . 2
8
CM115
37.21
78,37
76.56
h = 1 . 8
1
CM116
26.55
78.62
77.09
h = 1 . 7
9
CM117
43.07
79.50
77.52
78.52
h = 1 . 9
8
CM59
70
71
72
73
74
76
75
77
78
79
81
82
80
PEHD
Dext 225 mm ;L=75 m
tub de protectie OLDn 350 mm 40 m
NISIP
PROFILE TRANSVERSALETIP
0,70
0 , 3
0250mm
H v
a r i a b i l
umpluturi
0 , 0
5
NOTA: Prezenta plansa se coreleaza cu planul de situatie:
04 p RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PROFIL LONGITUDINAL
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
DDE
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Tronson Dn 250 mm
Liubccova
jud Caras Severin
00 PS RC ;01 PS RC;02 PS RC;
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 8/12
70
71
72
73
74
7675
77
78
79
81
82
80
Numar caminDistante partiale
Cota teren
Cote radier Distante cumulate
LIUBCOVA 11
TUB PVC ;SN 4 -Dn250 mm ; L=517,58 m
5 7 2 1 ,
6 7
5 2 0 4 ,
0 9
77.10
74.82
75.82
h = 2 . 2
8
CM115
58.43
76.80
75.28
h = 1 . 5
2
CM122
51.20
77.9275.69
h = 2 . 2
3
CM123
50.94
78.54
76.10
h = 2 . 4
4
CM124
35.89
79.08
76.39
h = 2 . 6
9
CM125
5.32
78.90
76.43
h = 2 . 4
7
CM126
50.24
78.94
76.83
h = 2 . 1
1
CM127
46.41
79.40
77.20
78.20
h = 2 . 2
0
CM128
51.75
81.22
79.75
h = 1 . 4
7
CM64
78.94
76.83
h = 2 . 1
1
CM127
59.60
78.62
77.31
h = 1 . 3
1
CM129
49.39
79.20
77.56
h = 1 . 6
4
CM130
58.41
78.94
77.85
h = 1 . 0
9
CM131
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate 6 1 7 8 ,
7 1
LIUBCOVA 12
TUB PVC ;SN 4 -Dn250 mm ;
L=457,04 m
78.94
77.85
h = 1 . 0
9
CM131
54.01
79.30
78.12
h = 1 . 1
8
CM132
43.31
80.00
78.34
78.84
h = 1 . 6
6
CM133
55.69
82.39
80.46
h = 2 . 2
8
CM134
59.39
83.50
82.07
h = 1 . 4
3
CM69
80.00
78.34
78.84
h = 1 . 6
6
CM133
58.22
80.18
78.63
h = 1 . 5
5
CM135
44.34
80.60
78.85
h = 1 . 7
5
CM136
48.79
81.55
79.09
80.50
h = 2 . 4
6
CM137
41.91
83.00
81.88
h = 1 . 1
2
CM138
51.38
85.55
83.55
84.55
h = 2 . 0
0
CM72
5 7 2 1 , 6
7
76
77
78
79
81
82
80
84
85
83
86
69
NISIP
PROFILE TRANSVERSALETIP
0,70
0 , 3
0250mm
H v
a r i a b i l
umpluturi
0 , 0
5
NOTA: Prezenta plansa se coreleaza cu planul de situatie:
05 p RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PROFIL LONGITUDINAL
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
DDE
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Tronson Dn 250 mm
Liubccova
jud Caras Severin
00 PS RC ;01 PS RC;02 PS RC;
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 9/12
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate 6 5 9 4 , 5
9
LIUBCOVA 13
TUB PVC ;SN 4 -Dn250 mm ;
L=415,88 m
6 1 7 8 , 7
1
78.62
77.09
h = 1 . 7
9
CM117
59.09
79.37
77.68
h = 1 . 9
5
CM118
49.70
79.8078.18
h = 1 . 6
2
CM119
55.99
80.4078.74
h = 1 . 6
6
CM120
28.91
81.30
79.03
h = 2 . 2
7
CM62
76.7674.74
75.74
h = 2 . 0
2
CM114
49.92
78.3776.74
h = 1 . 6
3
CM121
75.5573.84
h = 1 . 7
1
CM111
14.03
76.56
74.3973.91
h = 1 , 9
4
CM139
16.42
76.4073.99
h = 2 , 4
1
CM140
57.46
76.52
74.28
h = 2 , 2
4
CM141
40.95
76.4974.48
h = 2 , 0
1
CM142
43.41
75.87
74.69
h = 1 , 1
8
CM143
Numar caminDistante partiale
Cota teren
Cote radier
Distante cumulate
LIUBCOVA 14TUB PVC ;SN 4 -Dn250 mm ;
L=414,06m
76.5674.39
73.91
h = 1 , 9
4
CM139
44.14
75.9874.04
h = 1 , 9
4
CM144
59.51
75.68
73.56
h = 2 , 1
2
CM145
58.20
74.9573.09
h = 1 , 8
6
CM146
42.91
74.6572.75
h = 1 , 9
0
CM147
50.14
74.35
72.35
h = 2 , 0
0
CM148
45.28
73.83
71.99
h = 1 , 8
4
CM149
58.63
73.35
71.52
h = 1 , 8
3
CM150
55.25
72.90
71.08
71.90
h = 1 , 8
2
CM106
6 5 9 4 , 5
9
7 0 0 8 , 6 5
69
70
71
72
73
74
7675
77
69
70
71
72
73
74
76
75
77
78
79
81
82
80
NISIP
PROFILE TRANSVERSALETIP
0,70
0 , 3
0250mm
H v
a r i a b i l
umpluturi
0 , 0
5
NOTA: Prezenta plansa se coreleaza cu planul de situatie:
06 p RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PROFIL LONGITUDINAL
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
DDE
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Tronson Dn 250 mm
Liubccova
jud Caras Severin
00 PS RC ;01 PS RC;02 PS RC;
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 10/12
H v a r i a b i l
01SP- RC
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar:COMUNA BERZASCA
SCHEMA DE MONTAJ SP1 sI SP2
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data: iulie
2014
Faza:
PT
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Liubccova
jud Caras Severin
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 11/12
72.9071.08
71.90
h=1,82
CM106
CM1
4
0 . 0
4
A m p l a s a r e a b r a n s a m e n t e l o r s i c o n d u c t e l o r
s u b t e r a n e s i c a p e t e l e d e r a c o r d a r e i n
g l o b a t e
i n r a d i e r u l d e b e t o n i n s a r c i n a b e n e f i c i a r u l u i
E E
B AZ I N AP A
B A Z I N
D E O
M O G E N I Z
A R E
N AM O L
V u t i l
m i n i m
= 3
0 m
c
B AZ I N S T O C AR E
S I T AT AD E S N I S I P AT A
A P A
P O T A B I L A
B A Z I
N S
T O C A R E
i n t r a
r e a p a u z a t a
d i n
r e t e
a u a
d e
c a n a l i z
a r e
Cs1Cae
72.39
70.53
72.39
70.7671.762 2 .6 h=1,86
72.39
70.5068.10
SEAU -1300 LEplatforma depozitare
cabina poarta
i m p r e j m
u i r e
01SE
Nr . plansa :Denumire plansa :
Proiectant:
ing.Mandric Elena
SemnaturaNUME
Jud.Caras-Severin
Proiect nr:816/ 2014
Beneficiar: COMUNA BERZASCA
PLAN DE SITUATIE
STATIE DE EPURARE
Scara:
1:1000
/1:100
Denumire proiect :
Proiectat:
Desenat:
Sef proiect
Data:
iulie
2014
Faza:
PT
ing.Mandric Elena
ing.Mandric Elena
SC SECO SRL Resitastr.Viorelelor; Nr.22
J11/ 1000/ 1991 ;RO106 2036
Liubccova
jud Caras Severin
7/21/2019 planse canalizare Liubcova.pdf
http://slidepdf.com/reader/full/planse-canalizare-liubcovapdf 12/12
