cls dn 800j= 0.0010cls dn 800j= 0.0010cls dn 800j=...
TRANSCRIPT
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
132 133
130
19.90
19.90
19.10
19.08
19.10
19.08
23.57
0.00
23.57
0.0010
PVC DN 315
133 134
131
19.90
19.90
19.08
19.05
19.08
19.05
23.57
23.57
47.13
0.0010
PVC DN 315
134 135
132
19.90
19.90
19.05
19.03
19.05
18.95
23.55
47.13
70.68
0.0010
PVC DN 315
135 136
133
19.90
19.90
18.95
18.92
18.95
18.92
27.23
70.68
97.91
0.0010
PVC DN 400
136 137
134
19.90
19.90
18.92
18.90
18.92
18.75
20.48
97.91
118.3
9
0.0010
PVC DN 400
137 138
135
19.90
20.00
18.75
18.73
18.75
18.73
19.21
118.3
9
137.6
0
0.0010
PVC DN 630
Ramo 153
138 139
136
20.00
20.00
18.73
18.71
18.73
18.60
16.01
137.6
0
153.6
1
0.0010
PVC DN 630
Ramo 160
139 140
137
20.00
20.00
18.60
18.58
18.60
18.58
21.27
153.6
1
174.8
8
0.0010
CLS DN 800
Ramo 268
140 141
138
20.00
20.00
18.58
18.56
18.58
18.56
24.32
174.8
8
199.2
0
0.0010
CLS DN 800
141 142
139
20.00
20.00
18.56
18.53
18.56
18.53
24.57
199.2
0
223.7
6
0.0010
CLS DN 800
142 143
140
20.00
20.00
18.53
18.51
18.53
18.51
24.05
223.7
6
247.8
1
0.0010
CLS DN 800
143 224
141
20.00
20.00
18.51
18.49
18.51
18.49
24.32
247.8
1
272.1
3
0.0010
CLS DN 800
224 145
269
20.00
20.10
18.49
18.49
18.49
18.30
24.84
272.1
3
296.9
7
0.0000
CLS DN 800
145 146
143
20.10
20.10
18.30
18.29
18.30
18.29
14.18
296.9
7
311.1
5
0.0010
CLS DN 1000
Ramo 198
146 147
144
20.10
20.10
18.29
18.27
18.29
18.27
18.51
311.1
5
329.6
6
0.0010
CLS DN 1000
147 148
145
20.10
20.10
18.27
18.25
18.27
18.25
18.70
329.6
6
348.3
6
0.0010
CLS DN 1000
148 149
146
20.10
20.10
18.25
18.23
18.25
18.23
18.61
348.3
6
366.9
7
0.0010
CLS DN 1000
149 150
147
20.10
20.10
18.23
18.21
18.23
18.21
18.15
366.9
7
385.1
2
0.0010
CLS DN 1000
150 210
207
20.10
20.10
18.21
18.21
18.21
18.21
4.89
385.1
2
390.0
1
0.0010
CLS DN 1000
Ramo 274Ramo 275
210 211
208
20.10
20.10
18.21
18.20
18.21
18.20
6.60
390.0
1
396.6
1
0.0010
CLS DN 1000
211 212
209
20.10
20.10
18.20
18.19
18.20
18.19
7.50
396.6
1
404.1
2
0.0010
CLS DN 1000
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
191 192
188
20.40
20.40
19.10
19.07
19.10
19.07
31.04
0.00
31.04
0.0010
PVC DN 315
192 193
189
20.40
20.40
19.07
19.04
19.07
19.00
25.80
31.04
56.84
0.0010
PVC DN 315
193 194
190
20.40
20.40
19.00
18.98
19.00
18.98
20.37
56.84
77.21
0.0010
PVC DN 400
194 195
191
20.40
20.40
18.98
18.95
18.98
18.95
25.00
77.21
102.2
1
0.0010
PVC DN 400
195 196
192
20.40
20.40
18.95
18.93
18.95
18.83
25.00
102.2
1
127.2
1
0.0010
PVC DN 400
196 197
193
20.40
20.40
18.83
18.80
18.83
18.80
25.00
127.2
1
152.2
1
0.0010
PVC DN 500
197 198
194
20.40
20.30
18.80
18.78
18.80
18.78
24.90
152.2
1
177.1
1
0.0010
PVC DN 500
198 199
195
20.30
20.30
18.78
18.75
18.78
18.65
25.23
177.1
1
202.3
4
0.0010
PVC DN 500
199 200
196
20.30
20.30
18.65
18.63
18.65
18.63
19.88
202.3
4
222.2
2
0.0010
PVC DN 630
200 201
197
20.30
20.30
18.63
18.61
18.63
18.61
19.98
222.2
2
242.2
0
0.0010
PVC DN 630
201 145
198
20.30
20.10
18.61
18.59
18.61
18.30
22.92
242.2
0
265.1
2
0.0010
PVC DN 630
145 146
143
20.10
20.10
18.30
18.29
18.30
18.29
14.18
265.1
2
279.3
0
0.0010
CLS DN 1000
Ramo 269 Ramo 144
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
204 205
201
20.40
20.40
19.10
19.08
19.10
19.08
23.99
0.00
23.99
0.0010
PVC DN 315
205 206
202
20.40
20.40
19.08
19.05
19.08
19.05
24.51
23.99
48.50
0.0010
PVC DN 315
206 207
203
20.40
20.30
19.05
19.03
19.05
18.90
22.7148
.50
71.21
0.0010
PVC DN 315
207 208
204
20.30
20.30
18.90
18.87
18.90
18.87
25.29
71.21
96.51
0.0010
PVC DN 400
208 209
205
20.30
20.30
18.87
18.85
18.87
18.74
24.82
96.51
121.3
3
0.0010
PVC DN 400
209 244
206
20.30
20.20
18.74
18.72
18.74
18.72
25.51
121.3
3
146.8
4
0.0010
PVC DN 500
244 150
275
20.20
20.10
18.72
18.69
18.72
18.21
25.51
146.8
4
172.3
4
0.0010
PVC DN 500
150 210
207
20.10
20.10
18.21
18.21
18.21
18.21
4.89
172.3
4
177.2
4
0.0010
CLS DN 1000
Ramo 147Ramo 274
Ramo 208
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
168 169
165
19.90
19.90
19.10
19.08
19.10
19.08
24.31
0.00
24.31
0.0010
PVC DN 315
169 170
166
19.90
20.00
19.08
19.05
19.08
19.05
24.31
24.31
48.62
0.0010
PVC DN 315
170 171
167
20.00
20.00
19.05
19.03
19.05
18.95
24.31
48.62
72.93
0.0010
PVC DN 315
171 172
168
20.00
20.00
18.95
18.93
18.95
18.93
24.31
72.93
97.24
0.0010
PVC DN 400
172 173
169
20.00
20.00
18.93
18.90
18.93
18.90
24.31
97.24
121.5
5
0.0010
PVC DN 400
173 174
170
20.00
20.00
18.90
18.88
18.90
18.80
24.31
121.5
5
145.8
6
0.0010
PVC DN 400
174 175
171
20.00
20.00
18.80
18.78
18.80
18.78
16.20
145.8
6
162.0
6
0.0010
PVC DN 500
175 176
172
20.00
20.00
18.78
18.77
18.78
18.77
11.83
162.0
6
173.8
9
0.0010
PVC DN 500
176 177
173
20.00
20.10
18.77
18.75
18.77
18.65
24.31
173.8
9
198.2
0
0.0010
PVC DN 500
Ramo 273
177 150
274
20.10
20.10
18.65
18.65
18.65
18.21
24.80
198.2
0
223.0
0
0.0010
PVC DN 630
150 210
207
20.10
20.10
18.21
18.21
18.21
18.21
4.89
223.0
0
227.8
9
0.0010
CLS DN 1000
Ramo 147Ramo 275
Ramo 208
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
188 185
270
20.00
20.00
19.10
19.08
19.10
19.08
18.61
0.00
18.61
0.0010
PVC DN 315
185 182
271
20.00
20.00
19.08
19.06
19.08
18.96
18.61
18.61
37.21
0.0010
PVC DN 315
182 179
272
20.00
20.00
18.96
18.94
18.96
18.94
18.61
37.21
55.82
0.0010
PVC DN 400
179 176
273
20.00
20.00
18.94
18.93
18.94
18.77
18.59
55.82
74.41
0.0010
PVC DN 400
176 177
173
20.00
20.10
18.77
18.75
18.77
18.65
24.31
74.41
98.72
0.0010
PVC DN 500
Ramo 172 Ramo 274
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
151 152
148
19.90
19.90
19.10
19.08
19.10
19.08
23.57
0.00
23.57
0.0010
PVC DN 315
152 153
149
19.90
19.90
19.08
19.05
19.08
19.05
23.71
23.57
47.27
0.0010
PVC DN 315
153 154
150
19.90
19.90
19.05
19.03
19.05
18.95
21.23
47.27
68.50
0.0010
PVC DN 315
154 155
151
19.90
19.90
18.95
18.92
18.95
18.92
26.14
68.50
94.64
0.0010
PVC DN 400
155 156
152
19.90
19.90
18.92
18.90
18.92
18.85
21.36
94.64
116.0
0
0.0010
PVC DN 400
156 137
153
19.90
19.90
18.85
18.84
18.85
18.75
9.36
116.0
0
125.3
6
0.0010
PVC DN 500
Ramo 156Ramo 135Ramo 134
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
157 158
154
19.80
19.80
19.10
19.08
19.10
19.08
24.30
0.00
24.30
0.0010
PVC DN 315
158 159
155
19.80
19.90
19.08
19.05
19.08
19.05
24.30
24.30
48.60
0.0010
PVC DN 315
159 156
156
19.90
19.90
19.05
19.03
19.05
18.85
21.29
48.60
69.89
0.0010
PVC DN 315
156 137
153
19.90
19.90
18.85
18.84
18.85
18.75
9.36
69.89
79.25
0.0010
PVC DN 500
Ramo 152
137 138
135
19.90
20.00
18.75
18.73
18.75
18.73
19.21
79.25
98.47
0.0010
PVC DN 630
Ramo 134 Ramo 136Ramo 160
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
160 161
157
19.90
19.90
19.10
19.08
19.10
19.08
24.30
0.00
24.30
0.0010
PVC DN 315
161 162
158
19.90
20.00
19.08
19.05
19.08
19.05
24.30
24.30
48.60
0.0010
PVC DN 315
162 163
159
20.00
20.00
19.05
19.03
19.05
18.90
24.30
48.60
72.90
0.0010
PVC DN 315
Ramo 160
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
164 165
161
19.90
19.90
19.10
19.08
19.10
19.08
24.30
0.00
24.30
0.0010
PVC DN 315
165 166
162
19.90
20.00
19.08
19.05
19.08
19.05
24.30
24.30
48.60
0.0010
PVC DN 315
166 139
268
20.00
20.00
19.05
19.03
19.05
18.60
24.37
48.60
72.97
0.0010
PVC DN 315
139 140
137
20.00
20.00
18.60
18.58
18.60
18.58
21.27
72.97
94.24
0.0010
CLS DN 800
Ramo 136 Ramo 138
NODORAMO
UBICAZIONEQUOTA TERRENO (m s.l.m.)
QUOTA SCORRIMENTO (m s.l.m.)QUOTA FONDO POZZETTO (m s.l.m.)
DISTANZA PARZIALE (m)DISTANZA PROGRESSIVA (m)
PENDENZA (m/m)MATERIALE
condottiterreno
X 1:1000
Y 1:1
00
12.00 m s.l.m.
31 32
30
19.50
19.50
18.70
18.68
18.70
18.68
21.87
0.00
21.87
0.0010
PVC DN 315
32 33
222
19.50
19.50
18.68
18.66
18.68
18.60
20.38
21.87
42.25
0.0010
PVC DN 315
33 34
223
19.50
19.50
18.60
18.58
18.60
18.50
20.31
42.25
62.56
0.0010
PVC DN 400
Ramo 242
34 4
224
19.50
19.50
18.50
18.48
18.50
18.48
15.63
62.56
78.19
0.0010
PVC DN 500
Ramo 231
4 3
225
19.50
19.50
18.48
18.45
18.48
18.45
33.50
78.19
111.6
9
0.0010
PVC DN 500
Ramo 278Ramo 233
3 2
226
19.50
19.50
18.45
18.43
18.45
18.43
24.35
111.6
9
136.0
4
0.0010
PVC DN 500
2 1
227
19.50
19.50
18.43
18.39
18.43
18.39
32.69
136.0
4
168.7
4
0.0010
PVC DN 500
1 225
228
19.50
19.80
18.39
18.36
18.39
18.36
37.28
168.7
4
206.0
20.0010
PVC DN 500
225 84
229
19.80
19.80
18.36
18.34
18.36
18.25
9.27
206.0
2
215.2
9
0.0010
PVC DN 500
84 85
83
19.80
19.80
18.25
18.22
18.25
18.22
30.25
215.2
9
245.5
4
0.0010
PVC DN 630
Ramo 82
85 86
84
19.80
19.80
18.22
18.19
18.22
18.19
29.17
245.5
4
274.7
1
0.0010
PVC DN 630
86 87
85
19.80
19.80
18.19
18.16
18.19
18.16
29.17
274.7
1
303.8
8
0.0010
PVC DN 630
87 88
86
19.80
19.80
18.16
18.13
18.16
18.13
29.17
303.8
8
333.0
5
0.0010
PVC DN 630
88 89
87
19.80
19.90
18.13
18.10
18.13
18.10
29.17
333.0
5
362.2
2
0.0010
PVC DN 630
89 90
88
19.90
19.90
18.10
18.07
18.10
18.00
29.17
362.2
2
391.3
8
0.0010
PVC DN 630
90 91
89
19.90
19.90
18.00
17.98
18.00
17.98
18.91
391.3
8
410.3
0
0.0010
CLS DN 800
Ramo 126
91 92
90
19.90
19.70
17.98
17.96
17.98
17.96
25.64
410.3
0
435.9
4
0.0010
CLS DN 800
92 93
91
19.70
19.70
17.96
17.93
17.96
17.93
24.38
435.9
4
460.3
2
0.0010
CLS DN 800
93 94
92
19.70
19.70
17.93
17.91
17.93
17.80
21.84
460.3
2
482.1
6
0.0010
CLS DN 800
94 95
93
19.70
19.60
17.80
17.78
17.80
17.78
23.92
482.1
6
506.0
8
0.0010
CLS DN 1000
Ramo 105
95 96
94
19.60
19.60
17.78
17.75
17.78
17.75
23.89
506.0
8
529.9
7
0.0010
CLS DN 1000
96 97
95
19.60
19.60
17.75
17.73
17.75
17.73
24.06
529.9
7
554.0
3
0.0010
CLS DN 1000
97 98
96
19.60
19.60
17.73
17.70
17.73
17.70
29.19
554.0
3
583.2
2
0.0010
CLS DN 1000
98 99
97
19.60
19.60
17.70
17.67
17.70
17.67
30.01
583.2
2
613.2
3
0.0010
CLS DN 1000
99 100
98
19.60
19.60
17.67
17.64
17.67
17.64
29.51
613.2
3
642.7
4
0.0010
CLS DN 1000
100 213
210
19.60
19.60
17.64
17.63
17.64
17.63
6.61
642.7
4
649.3
5
0.0010
CLS DN 1000
Ramo 110
213214
211
19.60
19.60
17.63
17.63
17.63
17.63
3.33
649.3
565
2.67
0.0010
CLS DN 1000
SINERGIA S.R.L.Ing. Andrea ArtusiIng. Yos Zorzi
via Paganelli, 20 41122 ModenaTel. 059 8752988 - Fax. 059 8752988e-mail: [email protected]
Ing. Andrea Artusi - Ing. Yos Zorzi
PROPOSTA DI VARIANTE AL PIANO URBANISTICO ATTUATIVOPER IL COMPARTO INDUSTRIALE DI WAMGROUP S.p.a.
Nome File
Aggiornamento
ScalaDisegnatore
RS2 Architetti Studio AssociatoFranco Rebecchi ArchitettoGian Luca Savazza ArchitettoElisa Simboli Architetto
Via Annibale Carracci, 15 - 41012 Carpi (MO)Tel. +39 059 6550586 - Fax. 39 059 6311140e-mail [email protected] - www.rs2architetti.it
Arch. Franco Rebecchi
OGGETTODOCUMENTO DATA
PROPRIETA':
Comune di Cavezzo (MO)
ELABORATO
WAMGROUP S.p.a
Ponte Motta - Cavezzo (MO)
RESPONSABILE DEL PROGETTO
13031
10/03/2014STATO VARIATOTAV.
PRESTAZIONI SPECIALISTICHE
J
=
0
.
0
0
1
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
B
T
C
L
S
D
N
8
0
0
C
L
S
D
N
8
0
0
S-T
F
G
E1
Q
P
H
E4
R
A
I
N3
L01
L03
L02
L05
L08
L09
L07
Z
M
P
U
Z
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
J
=
0
.
0
0
1
0
C
L
S
D
N
8
0
0
S-T
F
G
E1
Q
P
H
E4
R
A
I
N3
L01
L03
L02
L05
L08
L09
L07
Z
M
P
U
Z
1
18.39
2
18.43
3
18.45
4
18.48
5
18.68
6
18.70
7
18.30
8
18.28
9
18.25
10
18.18
11
17.87
12
17.85
13
17.83
14
17.80
15
17.78
16
17.76
17
17.74
18
17.72
19
17.55
20
17.53
21
17.52
22
17.50
23
17.48
24
17.46
25
17.45
26
17.43
27
17.30
28
17.29
29
17.25
30
17.22
31
18.70
32
18.68
33
18.60
34
18.50
35
18.68
36
18.70
37
18.30
38
18.28
39
18.26
40
18.18
43
18.30
46
18.30
49
18.30
50
18.30
51
18.30
52
18.30
53
18.28
54
18.30
55
18.30
56
18.30
57
18.30
58
18.28
59
18.27
60
18.30
61
18.28
62
18.27
63
18.20
64
18.18
65
18.30
66
18.28
67
18.27
68
18.20
69
18.18
70
18.30
71
18.28
72
18.27
73
18.20
74
18.18
75
18.17
76
18.10
77
18.08
78
18.07
79
17.95
80
17.93
81
17.92
82
18.70
83
18.67
84
18.25
85
18.22
86
18.19
87
18.16
88
18.13
89
18.10
90
18.00
91
17.98
92
17.96
93
17.93
94
17.80
95
17.78
96
17.75
97
17.73
98
17.70
99
17.67
100
17.64
101
18.70
102
18.68
103
18.65
104
18.60
105
18.50
106
18.40
107
18.38
108
18.68
109
18.65
110
18.53
111
18.50
112
18.48
113
18.70
114
18.67
115
18.65
116
18.70
117
18.70
118
18.68
119
18.65
120
18.70
121
18.68
122
18.65
123
18.70
124
18.68
125
18.65
126
18.70
127
18.67
128
18.64
132
19.10
133
19.08
134
19.05
135
18.95
136
18.92
137
18.75
138
18.73
18.60
140
18.58
141
18.56
142
18.53
143
18.51
145
18.30
151
19.10
152
19.08
153
19.05
154
18.95
155
18.92
156
18.85
157
19.10
158
19.08
159
19.05
160
19.10
161
19.08
162
19.05
163
18.90
164
19.10
165
19.08
166
19.05
139
168
19.10
169
19.08
170
19.05
171
18.95
172
18.93
173
18.90
174
18.80
175
18.78
176
18.77
177
18.64
179
18.94
182
18.96
185
19.08
188
19.10
195
18.96
196
18.82
197
18.80
198
18.78
199
18.65
18.61
204
19.10
205
19.08
206
19.05
207
18.90
208
18.87
209
18.74
210
18.21
211
18.20
212
17.79
213
17.63
214
17.40
215
17.22
216
17.16
217
17.56
218
17.58
219
17.60
220
17.62
221
17.75
222
17.78
223
17.80
224
18.49
225
18.36
226
18.70
227
18.30
228
18.28
229
18.26
230
18.20
231
18.18
232
18.16
233
17.83
236
17.85
237
18.30
238
18.28
239
17.96
240
18.30
241
18.28
242
18.28
243
17.15
245
18.70
246
18.56
248
18.68
247
18.70
249
18.30
250
18.28
251
18.25
252
18.18
S-T
F
G
E1
Q
P
H
E4
R
A
I
N3
L01
L03
L02
L05
L08
L09
L07
Z
M
P
U
191
19.10
192
19.07
193
19.00
194
18.98
254
18.30
255
18.28
256
18.26
257
18.20
234
18.18
232
18.16
Z
200
18.63
201
244
18.72
150
18.21
149
18.23
148
18.25
147
18.27
146
18.29
129
18.70
253
18.16
258
17.70
259
18.00
260
17.98
261
17.95
262
17.83
263
17.80
269
18.00
270
17.99
264
18.00
265
17.86
266
17.84
267
17.81
268
17.69
1
18.39
2
18.43
3
18.45
4
18.48
5
18.68
6
18.70
7
18.30
8
18.28
9
18.25
10
18.18
11
17.87
12
17.85
13
17.83
14
17.80
15
17.78
16
17.76
17
17.74
18
17.72
19
17.55
20
17.53
21
17.52
22
17.50
23
17.48
24
17.46
25
17.45
26
17.43
27
17.30
28
17.29
29
17.25
30
17.22
31
18.70
32
18.68
33
18.60
34
18.50
35
18.68
36
18.70
37
18.30
38
18.28
39
18.26
40
18.18
43
18.30
46
18.30
49
18.30
50
18.30
51
18.30
52
18.30
53
18.28
54
18.30
55
18.30
56
18.30
57
18.30
58
18.28
59
18.27
60
18.30
61
18.28
62
18.27
63
18.20
64
18.18
65
18.30
66
18.28
67
18.27
68
18.20
69
18.18
70
18.30
71
18.28
72
18.27
73
18.20
74
18.18
75
18.17
76
18.10
77
18.08
78
18.07
79
17.95
80
17.93
81
17.92
82
18.70
83
18.67
84
18.25
85
18.22
86
18.19
87
18.16
88
18.13
89
18.10
90
18.00
91
17.98
92
17.96
93
17.93
94
17.80
95
17.78
96
17.75
97
17.73
98
17.70
99
17.67
100
17.64
101
18.70
102
18.68
103
18.65
104
18.60
105
18.50
106
18.40
107
18.38
108
18.68
109
18.65
110
18.53
111
18.50
112
18.48
113
18.70
114
18.67
115
18.65
116
18.70
117
18.70
118
18.68
119
18.65
120
18.70
121
18.68
122
18.65
123
18.70
124
18.68
125
18.65
126
18.70
127
18.67
128
18.64
132
19.10
133
19.08
134
19.05
135
18.95
136
18.92
137
18.75
138
18.73
18.60
140
18.58
141
18.56
142
18.53
143
18.51
145
18.30
151
19.10
152
19.08
153
19.05
154
18.95
155
18.92
156
18.85
157
19.10
158
19.08
159
19.05
160
19.10
161
19.08
162
19.05
163
18.90
164
19.10
165
19.08
166
19.05
139
168
19.10
169
19.08
170
19.05
171
18.95
172
18.93
173
18.90
174
18.80
175
18.78
176
18.77
177
18.64
179
18.94
182
18.96
185
19.08
188
19.10
195
18.96
196
18.82
197
18.80
198
18.78
199
18.65
18.61
204
19.10
205
19.08
206
19.05
207
18.90
208
18.87
209
18.74
210
18.21
211
18.20
212
17.79
213
17.63
214
17.40
215
17.22
216
17.16
217
17.56
218
17.58
219
17.60
220
17.62
221
17.75
222
17.78
223
17.80
224
18.49
225
18.36
226
18.70
227
18.30
228
18.28
229
18.26
230
18.20
231
18.18
232
18.16
233
17.83
236
17.85
237
18.30
238
18.28
239
17.96
240
18.30
241
18.28
242
18.28
243
17.15
245
18.70
246
18.56
248
18.68
247
18.70
249
18.30
250
18.28
251
18.25
252
18.18
S-T
F
G
E1
Q
P
H
E4
R
A
I
N3
L01
L03
L02
L05
L08
L09
L07
Z
M
P
U
191
19.10
192
19.07
193
19.00
194
18.98
254
18.30
255
18.28
256
18.26
257
18.20
234
18.18
232
18.16
Z
200
18.63
201
244
18.72
150
18.21
149
18.23
148
18.25
147
18.27
146
18.29
129
18.70
253
18.16
258
17.70
259
18.00
260
17.98
261
17.95
262
17.83
263
17.80
269
18.00
270
17.99
264
18.00
265
17.86
266
17.84
267
17.81
268
17.69
1:100 / 1:1000
Profili altimetrico-longitudinalireti acque grigie - 1/315.C
KEYPLAN PROFILI, scala 1:5000
KEYPLAN PROFILI, scala 1:5000
KEYPLAN PROFILI, scala 1:5000
KEYPLAN PROFILI, scala 1:5000
132
212
150
145
139
191
194
146
204
150
210
151
156
137
160
140
139
164
179
149
150
168
188
176
177
157
214
31
4
84
90
94