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

Recommended