Pièce
01240905-131-AVP-PG-1-014-B.pdf · 6 029 mots · du marché « Travaux de renouvellement, renforcement et extension des réseaux d'eau potable et d'assainissement, incluant pose de… », dossier de consultation officiel.
EU PRO PR BER/PRISON-
DSI Fo_ PEHD
Réseaux secs 160
Réseaux secs DT BRL Aban- Fe : 37.89
Fe : 37.27 PVC
Ecart :0.73 63
Fe : 36.51
Ecart :0.43
EU PRO PR BER/PRISON-
PEHD
160
Fe : 34.81
Réseau : EU PRO PR BER/PRISON-
Axe : Profil 2073_b - 2070_a
Echelle X : 1/250
Echelle Z : 1/250
2073_b'
2074_b'
2075_b'
2073_b
2073_a
2072_a
2071_a
2070_a
Plan Comp : 30.0
35.29
35.58
35.59
35.88
35.89
36.08
36.38
36.45
36.45
35.65
36.38
36.45
36.38
36.69
36.75
36.79
36.79
36.79
36.85
36.88
36.99
36.98
37.08
37.08
37.09
36.68
37.18
36.79
37.28
37.18
37.19
37.18
37.05
36.38
36.39
36.59
36.55
35.22
35.47
35.54
35.83
35.96
36.00
36.03
36.12
36.17
36.30
36.43
36.47
35.64
35.64
36.23
36.23
36.37
36.43
36.67
36.84
36.77
36.33
36.57
36.57
36.72
36.77
36.80
36.73
36.90
36.94
37.00
36.66
37.10
37.17
36.90
36.83
37.22
37.13
37.12
36.74
37.24
37.16
37.16
37.16
37.16
37.12
37.16
37.27
37.13
37.07
37.07
36.86
36.62
36.52
36.40
36.56
36.40
36.42
36.42
36.84
35.21
35.21
35.21
35.91
36.41
37.01
37.11
37.21
36.51
Z
Terrain
1.61
11.51
11.61
20.21
65.11
80.01
80.71
88.51
101.31
107.01
109.01
146.71
150.01
153.71
160.91
161.31
163.51
176.01
1.53
10.18
12.46
16.57
18.39
104.63
106.97
108.42
111.00
113.32
116.72
118.33
119.62
128.82
130.55
130.86
132.50
133.77
136.27
136.98
145.56
146.16
147.59
151.70
152.74
153.46
157.77
164.63
166.06
169.96
178.16
183.26
186.00
192.04
192.70
197.48
277.81
0.00
5.37
6.55
20.99
26.28
27.18
29.08
52.59
62.87
63.58
63.84
66.29
68.16
68.18
86.93
90.13
93.45
95.89
95.89
99.23
205.59
209.03
211.86
213.32
218.32
220.95
222.37
224.53
226.35
227.27
232.69
239.17
241.50
243.84
243.90
247.57
250.19
260.86
261.13
270.42
276.87
33.10
39.33
41.76
45.94
47.92
57.84
66.02
70.77
70.96
92.50
D
1.53 3.77 1.18 3.63 1.33 4.11 1.83 1.82 5.28 1.89 4.02 6.23 2.43 4.18 1.98 4.67 5.25 5.03 1.26 1.87 2.59 9.05 6.22 1.58 1.62 2.37 2.44 3.34 2.08 3.32 2.34 1.41 1.99 2.32 3.39 1.61 1.29 9.20 1.73 1.65 1.27 2.50 8.58 2.41 1.69 4.06 3.15 2.20 1.12 1.43 3.90 6.05 2.14 5.10 2.74 6.04 4.78 8.11 3.44 2.82 1.46 5.00 2.63 1.42 2.15 1.82 5.42 6.48 2.32 2.34 3.68 2.62 10.67 9.29 6.46
-63.14%
-39.77%
-54.99%
-25.09%
43.02%
29.25%
32.00%
71.24%
19.90%
10.36%
-1.68%
-1.74%
-3.94%
-4.48%
-0.08%
-0.95%
-0.16%
-4.10%
-0.93%
-4.09%
109.49%
4.38%
2.30%
2.13%
0.40%
5.87%
5.15%
0.65%
0.31%
0.31%
0.69%
5.15%
1.21%
1.68%
Pentes terrain
-14.61%
-7.68%
0.46%
1.19%
0.29% 4.82% 5.98% 2.60% 1.44% 1.30% 1.42% 1.38% 0.63% 2.00% 3.10% 4.04% 0.57% 0.44% 0.83% 5.33% 0.56% 3.51% -16.76% 9.70% 3.56% 1.50% 0.93% 0.69% 0.50% -3.19% 3.44% 0.45% 3.01% 2.81% -4.88% -17.87% -9.26% -1.33% -4.07% -9.83% 9.01% -2.07% -1.50% 0.55% -0.25% -0.01% -0.46% 0.98% 1.23% -1.80% -1.96% 0.13% -4.40% -3.79% 0.43% 5.68% 4.37% -6.22% 0.20% 4.42% -3.81%
36.15
38.89
36.26
36.47
37.22
38.36
35.21
37.81
Cotes tampons EU PRO PR BER/PRISON-
34.99
37.89
35.12
35.50
36.27
36.97
37.36
34.81
Cotes radiers EU PRO PR BER/PRISON-
0.40m
62.87m 0.97m
130.55m 0.95m
192.70m 0.84m
16.57m 1.16m
29.08m 1.14m
227.27m 1.00m
277.81m 1.00m
Profondeurs EU PRO PR BER/PRISON-
0.00m
Longueurs EU PRO PR BER/PRISON-
16.57m 12.51m 33.79m 67.68m 62.16m 34.57m 50.54m
Canalisations EU PRO PR BER/PRISON-
Mensura
160 PEHD
Pentes EU PRO PR BER/PRISON-
1.1% 1.1% 1.1% 1.0%
EU PRO GRAVITAIRE_
Grès EU
300
Fe : 38.02
DSI Fo_
Réseaux secs
Réseaux secs
Fe : 38.70
Ecart :0.39
DSI Fo_
EU PRO_GRAV_ ZAE 3 a
EU PRO_GRAV_ ZAE 2 a
Réseaux secs
Réseau : EU PRO GRAVITAIRE_ Réseaux secs DT BRL Aban-
EU PRO_GRAV_ ZAE 8
EU PRO_GRAV_ ZAE 7
EU PRO_GRAV_ ZAE 6
EU PRO_GRAV_ ZAE 5
EU PRO_GRAV_ ZAE 4
EU PRO_GRAV_ ZAE 3
Fe : 37.06 PVC RTE_
Ecart :0.69 63 Réseaux secs
Fe : 36.52 Réseaux secs
Axe : Profil EU PRO_GRAV_ ZAE 8 - EU P EU PRO GRAVITAIRE_
Grès EU
Hors tol. : 0.02 Fe : 36.11
Ecart :1.57
300
Fe : 34.94
Echelle X : 1/300
Echelle Z : 1/300
Plan Comp : 33.0
40.07
36.09
36.38
35.78
36.18
36.59
36.88
37.05
37.09
37.09
36.95
37.18
37.08
36.99
37.19
36.68
36.78
37.18
37.15
37.15
37.15
37.19
37.28
36.59
36.65
36.48
36.48
37.18
37.29
37.29
38.55
38.89
36.04
36.14
36.17
36.37
36.40
36.42
36.44
36.37
35.76
36.32
36.37
36.34
36.40
36.44
36.52
36.67
36.97
36.96
36.62
36.40
36.60
36.67
36.72
36.73
36.76
36.82
36.84
36.86
36.94
37.03
37.10
37.10
37.12
37.14
37.12
36.97
37.23
37.04
37.24
36.56
36.90
37.30
37.27
37.17
37.17
37.12
37.17
37.24
37.12
37.10
37.10
37.07
37.07
37.12
36.87
36.60
36.52
36.73
36.43
36.42
37.00
36.97
37.23
37.22
37.34
39.22
39.34
36.31
36.21
36.41
36.71
36.81
36.81
36.81
36.91
37.01
37.21
37.21
36.41
36.51
41.21
41.81
Z
Terrain
28.41
35.41
50.41
70.71
98.21
115.81
133.51
191.11
11.56
12.78
17.47
18.94
101.33
103.60
105.50
107.00
108.07
112.47
115.59
117.29
118.30
118.36
122.30
123.47
124.30
125.16
125.28
127.26
131.06
131.29
132.58
135.30
137.15
138.60
141.49
145.98
147.58
154.26
155.13
162.92
163.66
169.90
176.36
181.78
183.15
184.95
187.42
188.73
191.60
195.88
198.37
199.38
202.21
214.91
245.21
248.91
277.21
0.00
3.96
24.00
51.15
60.25
60.58
63.90
64.25
66.10
69.60
80.08
86.25
207.80
217.17
221.87
226.85
232.14
236.02
239.88
250.48
250.70
253.56
254.47
256.40
259.15
262.50
265.83
266.32
267.53
280.09
285.88
288.73
294.48
302.59
307.33
33.56
34.47
36.37
37.27
38.67
40.60
41.67
42.54
43.10
52.84
57.36
62.62
66.42
71.38
72.44
77.34
77.42
78.57
85.22
87.74
88.44
91.10
D
3.96 7.61 4.69 1.47 5.07 4.40 5.16 1.40 1.93 7.31 1.69 4.52 2.88 2.04 1.28 1.85 3.18 4.90 1.50 5.14 1.49 2.66 7.11 3.12 2.27 1.90 1.50 4.40 3.13 1.48 3.94 1.99 3.80 1.29 1.78 1.86 1.45 2.89 4.49 1.59 6.69 7.79 6.24 6.46 5.43 1.36 1.80 2.47 1.31 2.38 4.28 2.49 2.84 5.59 7.11 2.26 4.70 4.98 5.29 3.88 3.86 5.34 3.70 1.56 2.85 1.93 2.75 3.35 3.34 9.68 2.88 5.79 2.85 5.74 8.11 4.74
36.28
36.28
36.35
36.39
36.45
36.55
36.59
36.65
36.68
37.19
37.29
37.35
38.05
38.38
38.75
38.99
36.30
36.34
36.36
36.42
36.46
36.47
36.50
36.52
36.56
36.60
36.64
36.70
36.73
36.84
36.87
36.97
37.06
37.73
37.83
37.94
38.16
38.27
38.30
38.37
38.56
38.67
38.83
38.90
39.04
39.10
39.26
39.37
36.41
36.51
36.61
37.41
37.51
37.61
38.01
38.91
39.21
39.31
Z
Projet
7.51
11.21
86.61
191.11
1.25
12.47
14.95
16.17
17.36
19.88
101.33
107.33
117.29
126.36
138.45
147.79
157.44
163.66
168.34
178.40
188.35
198.37
199.10
243.21
248.91
0.00
0.15
5.23
6.35
9.87
21.05
22.23
24.76
25.95
28.44
29.65
37.09
39.68
53.09
55.68
65.37
216.68
228.33
235.85
250.69
263.89
270.17
275.86
293.80
298.08
302.31
307.33
30.92
33.56
34.64
42.29
73.88
95.96
D
3.98 2.36 1.34 2.47 2.53 2.53 2.49 1.21 2.64 2.46 2.58 2.62 10.80 2.59 9.70 8.51 12.73 9.35 5.37 6.00 9.96 9.07 12.08 9.35 9.65 6.22 4.68 10.06 9.95 2.76 7.26 17.59 11.64 7.52 7.36 5.71 1.78 13.20 6.28 5.69 17.94 4.28 4.24 5.02
-62.87%
-34.34%
-16.69%
-16.35%
-17.93%
-54.91%
-11.77%
43.07%
29.29%
31.96%
10.41%
19.78%
11.05%
10.94%
-7.72%
-1.66%
-4.18%
-0.07%
-3.12%
-0.20%
-9.26%
-4.07%
-2.07%
-0.16%
-1.96%
-2.34%
-3.43%
4.05%
2.01%
2.30%
2.13%
2.81%
2.05%
0.95%
5.33%
5.41%
3.56%
0.94%
0.32%
3.45%
5.57%
0.55%
5.15%
0.14%
3.55%
1.51%
1.19%
1.23%
Pentes terrain
14.15%
-4.02%
0.68%
-4.44%
1.37% 0.63% 3.10% 0.58% 0.45% 0.84% 0.56% 3.52% 10.38% 2.44% 0.69% 0.51% 1.21% 0.45% 3.03% -0.95% 0.31% -4.90% 1.68% -1.34% -9.85% 9.00% -1.51% -0.25% -0.01% -0.46% 0.98% -1.80% -4.09% 0.08% -0.99% 1.66% -4.44% -3.82% -3.40% 4.37% -6.25% 0.20% 4.21% -4.48% 4.45% -3.80% 18.16% 1.76% 1.73% -1.81% 12.49% 11.83% 5.75% 4.20% 12.70% 14.01% 12.81%
Les déblais/remblais ne sont pas à considérer car les réseaux seront
0.98%
0.96%
0.94%
0.92%
0.90%
0.88%
0.99%
0.88%
0.80%
1.14%
1.16%
1.18%
1.05%
1.03%
1.00%
Pentes surfaces projet
0.64%
1.01% 1.17% 1.15% 1.12% 1.10% 1.08% 1.05% 1.16% 1.14% 1.12% 0.97% 1.11% 1.05% 1.07% 1.01% 1.09% 1.05% 0.96% 1.03% 1.07% 1.01% 1.11% 1.16% 1.06% 0.92% 1.07% 1.13% 0.98% 0.96% 1.04% 0.94% 1.05% 1.13% 1.21% 0.58% 0.85% 0.96% 0.63% 1.06% 1.19% 1.33%
posés sur une plateforme ‘livrée’ dans la cadre de la réalisation des voiries
36.28
37.35
36.64
38.30
38.37
38.90
39.37
38.01
Cotes tampons EU PRO GRAVITAIRE_
35.28
36.58
34.94
35.96
36.86
36.93
37.43
38.02
Cotes radiers EU PRO GRAVITAIRE_
1.34m
33.56m 1.36m
101.33m 1.39m
163.66m 1.43m
191.11m 1.44m
198.37m 1.44m
248.91m 1.47m
307.33m 1.35m
Profondeurs EU PRO GRAVITAIRE_
0.00m
Longueurs EU PRO GRAVITAIRE_
33.56m 67.77m 62.33m 27.45m 7.26m 50.55m 58.42m
Canalisations EU PRO GRAVITAIRE_
Mensura
300 Grès EU
Pentes EU PRO GRAVITAIRE_
1.0% 250
Fe : 38.31
Département du Gard DSI Fo_
Réseaux secs
Réseaux secs
Fe : 38.92
Ecart :0.39
DSI Fo_
Réseaux secs
Réseaux secs
Fe : 37.50 DT BRL Aban- RTE_
Ecart :0.79 PVC Réseaux secs
63 Réseaux secs
Fe : 36.49 Fe : 36.45
Ecart :0.47 Ecart :1.54
AEP PRO distribution-
Réseau : AEP PRO distribution- Fonte
250
Fe : 35.27
Axe : Profil AEP PRO DIS_n25z - AEP PR
AEP PRO DIS_n21b
AEP PRO DIS_n25z
AEP PRO DIS_n26z
AEP PRO DIS_N21
AEP PRO DIS_n24
AEP PRO DIS_n23
AEP PRO DIS_n22
COMMUNAUTE D'AGGLOMERATION Echelle X : 1/275
Echelle Z : 1/275
NIMES METROPOLE
Plan Comp : 32.0
40.24
40.46
40.54
41.62
42.39
42.86
36.08
36.18
36.28
36.45
36.49
36.48
36.48
36.08
35.75
35.69
35.95
36.39
36.39
36.69
36.85
36.89
36.95
37.08
36.35
36.69
37.18
36.59
37.19
37.09
36.99
37.19
37.18
37.19
37.25
37.05
36.38
37.18
37.19
35.96
36.02
36.06
36.40
36.42
35.74
35.77
35.82
35.90
36.63
36.62
36.27
36.44
36.60
36.66
36.72
36.77
36.60
36.70
36.64
36.83
36.87
36.84
36.90
36.97
36.96
36.97
36.83
37.04
36.90
36.83
36.43
36.36
37.13
37.14
36.56
36.56
37.27
37.16
37.17
37.17
37.13
37.14
37.12
37.04
36.44
36.46
36.32
36.34
36.83
36.52
36.72
37.13
36.92
37.20
36.92
37.26
37.30
38.00
38.17
39.64
36.21
35.91
36.61
36.51
37.01
37.21
37.01
37.21
37.21
Z
Terrain
18.91
101.91
102.81
116.21
151.11
154.41
1.52
12.76
41.91
103.57
104.15
105.46
106.38
106.99
107.23
109.35
111.65
117.79
118.45
121.10
122.73
123.86
124.24
130.60
133.03
133.60
136.10
136.22
140.53
148.34
159.30
163.33
163.86
167.03
176.98
178.37
182.72
183.85
191.19
194.90
195.58
195.72
197.72
198.39
199.74
201.01
215.11
227.01
285.61
0.00
4.44
7.68
15.92
22.82
29.64
34.78
38.48
51.45
58.47
59.53
61.99
62.73
65.25
66.93
67.96
69.74
80.59
82.18
89.76
91.37
92.38
207.15
214.96
232.46
233.89
234.72
241.23
245.68
248.54
248.54
250.98
253.56
256.16
261.44
263.04
275.59
281.00
287.90
297.05
302.88
306.87
33.82
34.42
36.04
36.64
37.07
38.73
40.83
42.47
49.08
56.52
58.82
73.64
78.57
79.13
79.56
87.84
90.32
91.10
D
1.52 2.92 3.25 5.07 3.16 3.00 3.91 6.82 4.17 1.25 1.41 2.10 6.61 2.37 5.07 1.95 2.46 2.52 1.68 1.78 3.90 4.93 1.59 5.66 1.93 9.53 1.31 2.12 2.30 4.57 1.58 2.65 1.64 6.36 2.43 2.50 4.30 7.81 2.77 3.31 4.89 4.03 3.17 9.95 1.39 4.35 7.35 3.71 2.01 1.35 1.27 6.14 7.81 11.90 5.45 1.43 6.51 4.45 2.86 2.44 2.58 2.60 5.28 1.60 12.55 5.40 4.61 2.30 9.15 5.83 3.99
36.28
36.35
36.39
36.45
36.49
36.55
36.58
36.59
36.69
36.85
36.95
37.18
37.58
37.99
38.35
38.65
38.78
38.85
38.95
39.18
39.25
36.27
36.33
36.34
36.37
36.43
36.46
36.50
36.52
36.54
36.60
36.62
36.63
36.64
36.66
36.87
37.03
37.27
37.33
37.50
37.72
37.82
38.04
38.14
38.24
38.36
38.52
38.72
38.87
39.00
39.04
39.30
36.41
36.71
37.41
37.91
39.21
39.31
Z
Projet
Opération Raccordement Prison / ZAE Nîmes sud- Générac
28.31
39.11
87.81
101.91
140.21
12.45
14.46
16.03
17.55
19.64
109.59
118.16
125.97
148.38
156.83
163.86
169.84
178.73
187.63
198.39
298.01
0.00
0.42
5.46
6.34
7.24
9.10
10.82
21.13
22.62
24.73
26.22
29.82
31.38
34.98
65.37
200.16
215.96
229.86
236.37
242.62
248.54
248.54
264.85
269.86
274.46
294.86
301.19
304.68
306.87
33.37
34.42
37.00
41.25
55.22
57.36
72.37
95.74
D
5.04 1.86 1.72 1.63 2.01 1.57 1.52 2.09 1.49 1.49 2.11 1.49 2.09 1.51 1.56 1.99 2.02 2.11 2.14 13.97 2.14 8.01 7.00 15.44 7.92 6.17 7.68 8.57 7.81 14.24 8.17 8.44 7.04 5.98 8.88 8.91 10.76 1.77 15.80 13.90 6.52 6.25 5.92 16.31 5.00 4.60 20.40 3.15 3.17 3.49 2.19
109.48%
-32.31%
-55.16%
-16.73%
-19.03%
-11.53%
-17.88%
-39.77%
-28.13%
56.21%
12.27%
15.74%
10.53%
-0.54%
-4.42%
-1.95%
-1.64%
-3.17%
-0.95%
-4.88%
-0.16%
-5.63%
-4.95%
-3.68%
4.33%
2.47%
2.13%
2.81%
8.02%
9.71%
3.56%
5.69%
0.68%
0.98%
5.13%
5.46%
Pentes terrain
128.19%
23.61%
6.83%
-1.63%
2.17%
-0.54%
-2.67%
1.41% 0.66% 1.99% 3.08% 4.01% 0.54% 0.42% 0.81% 2.14% -4.58% 1.59% 8.69% -3.91% -4.47% 1.50% 0.93% 3.44% 2.30% 0.45% 10.72% -14.13% 29.26% -9.26% -1.33% -4.07% -9.83% 9.01% -2.07% -1.50% 0.55% -0.25% -0.02% -0.47% 1.22% -1.77% -1.94% 0.36% 6.30% 2.21% 7.61% -4.01% 6.29% -9.67% 0.82% 1.69% 1.66% 13.31% 11.69% 11.03% 4.88% 3.33% 11.82% 13.17% 11.95%
CONCEPTION DES RESEAUX HUMIDES
0.99%
0.97%
0.95%
0.93%
0.91%
0.89%
0.87%
0.99%
0.85%
1.17%
1.18%
1.06%
1.03%
1.01%
Pentes surfaces projet
0.82%
1.15%
(Eau potable et eaux usées) 1.01% 1.17% 1.15% 1.13% 1.11% 1.09% 1.06% 1.16% 1.14% 1.12% 0.97% 1.11% 1.05% 1.07% 1.00% 1.09% 1.04% 0.96% 1.03% 1.07% 1.01% 1.11% 1.16% 1.06% 0.94% 1.08% 1.14% 1.00% 1.01% 0.91% 1.01% 1.09% 1.48% 0.61% 0.88% 0.99% 0.66% 1.09% 1.23% 1.37% 0.68%
37.99
38.35
36.27
36.63
37.33
38.87
39.31
Cotes tampons AEP PRO distribution-
36.99
37.35
37.85
35.27
35.63
36.33
38.31
Cotes radiers AEP PRO distribution-
1.00m
34.42m 1.00m
101.91m 1.00m
163.86m 1.00m
198.39m 1.00m
248.54m 1.02m
306.87m 1.00m
Profondeurs AEP PRO distribution-
AVP
0.00m
Longueurs AEP PRO distribution-
34.42m 67.49m 61.95m 34.53m 50.15m 58.33m
NOM DU FICHIER: Canalisations AEP PRO distribution-
Mensura
250 Fonte
01240905-131-AVP-PG-1-001-A_20260330..msa
PLAN DE MASSE ET PROFIL EN LONG Pentes AEP PRO distribution-
ECHELLE: 1.0% 1.0% 1.0% 0.8%
PLANCHE 14 1/250 AEP PRO BASTIDE-
Fonte
250
Fe : 38.12
DSI Fo_
Réseaux secs
Réseaux secs
Réseau : AEP PRO BASTIDE-
Fe : 38.85
Ecart :0.50
DSI Fo_
Réseaux secs
Réseaux secs
Axe : Profil 1117_c - 1113_a Fe : 37.37 DT BRL Aban-
RTE_
Ecart :1.15 PVC
Réseaux secs
SIEGE AGENCE DE MONTPELLIER 63
Fe : 36.50
Hors tol. : 0.06
Réseaux secs
Fe : 36.34
Ecart :1.44
AEP PRO BASTIDE-
Fonte
Multiparc du Salaison - Bâtiment 9 Echelle X : 1/350 250
Fe : 34.62
6, Rue Grolée 145, rue de la Marbrerie Echelle Z : 1/350
1117_b
1117_a
1116_a
1115_a
1114_a
1113_a
1117_c
69289 LYON Cédex 02 34740 VENDARGUES
Plan Comp : 33.0
Téléphone : 04-72-32-56-00 Téléphone : 04-67-64-05-20
40.00
40.10
41.08
41.99
36.18
36.29
36.39
36.48
35.68
36.08
36.38
36.58
36.68
36.78
36.78
36.79
36.69
36.89
36.89
36.99
36.99
36.99
37.08
36.85
37.15
37.19
36.68
37.09
37.09
36.65
37.28
37.18
37.15
37.19
37.05
36.35
36.39
36.39
36.55
36.89
37.15
37.25
37.58
36.07
36.10
36.44
36.42
35.66
35.66
36.07
36.26
36.34
36.26
36.37
36.47
36.67
36.77
36.67
36.52
36.72
36.76
36.77
36.84
36.94
36.97
36.97
37.06
37.00
36.53
36.93
36.53
37.16
36.80
36.72
37.20
37.22
37.16
37.17
37.17
37.13
37.26
37.16
37.10
37.06
37.06
36.87
36.72
36.53
36.37
36.64
36.46
36.40
36.72
37.00
36.87
36.73
37.16
37.33
37.53
39.22
39.73
Télécopie : 04-78-38-37-85
36.01
36.41
36.31
36.71
42.51
Z
E-mail : cabinet-merlin@cabinet-merlin.fr E-mail : cm-montpellier@cabinet-merlin.fr Terrain
89.81
108.81
110.41
117.11
129.61
150.11
193.11
12.78
16.50
18.94
100.62
101.64
102.26
103.53
104.50
106.69
107.00
108.02
117.67
119.84
121.96
123.27
124.18
124.48
132.43
132.90
135.60
136.30
140.74
147.65
154.32
158.15
163.78
167.74
176.76
179.26
182.78
184.10
190.08
194.02
195.45
196.70
197.44
198.29
262.61
280.61
0.00
4.29
9.08
23.29
29.17
34.09
39.79
58.28
59.18
61.47
63.23
64.77
66.93
80.55
83.48
87.77
202.12
206.17
210.25
214.88
215.00
216.66
217.75
221.58
229.90
232.29
238.04
241.72
245.49
248.64
248.64
250.29
250.67
255.78
260.73
262.16
276.16
285.67
288.17
296.13
302.76
306.96
34.86
36.24
37.24
37.77
39.04
42.03
42.16
43.86
51.32
52.46
67.32
70.06
72.84
77.28
78.34
78.36
79.90
90.46
D
4.29 4.79 3.70 3.72 2.44 4.35 5.88 4.91 2.24 1.69 7.47 5.81 2.29 1.76 1.54 2.16 2.74 2.78 4.44 1.54 2.93 4.29 2.03 10.16 2.19 1.60 6.70 2.18 2.12 5.13 2.81 2.70 4.44 6.91 2.46 4.21 3.83 5.63 3.96 9.02 2.51 3.52 5.98 3.03 3.83 4.05 4.09 4.63 1.66 3.83 8.31 2.40 5.75 3.68 3.77 3.15 1.65 5.11 4.95 13.55 4.45 5.05 2.50 7.97 6.63 4.20
36.28
36.29
36.38
36.45
36.49
36.58
36.59
36.69
37.19
37.28
37.59
37.99
38.05
38.15
38.25
38.88
38.88
39.19
36.33
36.34
36.36
36.40
36.44
36.47
36.50
36.52
36.54
36.56
36.63
36.63
36.64
36.67
36.72
36.84
36.87
36.96
37.04
37.34
37.50
37.72
37.82
37.92
38.36
38.37
38.54
38.66
38.73
38.80
38.97
39.02
39.06
39.23
39.27
39.32
39.33
36.41
36.61
37.41
Z
GROUPE MERLIN / Réf doc :01240905-131-AVP-PG-1-014-B Projet
0.71
10.97
12.47
14.65
16.09
17.50
19.75
101.64
108.88
117.86
126.03
139.67
148.17
156.93
163.78
169.39
178.58
187.78
198.29
199.76
298.01
0.00
5.40
6.36
7.35
9.38
21.12
22.49
24.76
26.13
28.38
29.77
34.09
37.05
39.35
56.73
65.36
87.39
95.77
216.16
229.20
236.10
242.79
248.64
249.62
264.42
269.92
274.94
294.46
301.55
305.40
306.96
31.22
33.37
34.86
41.68
54.42
72.87
D
4.69 2.04 1.591.50 2.18 2.25 2.27 2.25 2.15 2.19 2.30 2.33 12.74 2.32 8.63 7.51 14.52 8.38 5.88 7.23 8.98 8.17 13.64 8.50 8.76 6.85 5.61 9.19 9.20 10.51 16.39 13.04 6.90 6.69 5.85 14.80 5.51 5.02 19.51 3.55 3.54 3.85 1.56
-55.11%
-16.77%
-11.53%
-14.03%
-18.00%
-39.85%
-24.56%
29.33%
31.99%
10.36%
10.64%
15.77%
13.79%
-4.61%
-3.96%
-4.48%
-0.95%
-2.07%
-4.15%
-0.90%
-6.72%
Etabli par: Vérifié par: Objet de la révision
4.34%
2.20%
2.06%
2.30%
2.13%
2.80%
7.93%
8.58%
9.69%
0.69%
0.31%
3.01%
0.68%
5.14%
0.16%
Ind. Date: Pentes terrain
-0.16%
71.08%
109.31%
1.21%
2.47%
-4.40%
11.00%
0.50%
1.40% 0.65% 1.99% 3.08% 4.01% 0.55% 0.42% 0.81% 1.47% 3.51% 3.56% 1.50% 0.93% -3.20% 3.44% 0.45% -4.92% -9.27% -1.36% -4.06% -9.87% 8.99% -1.51% 0.55% -0.25% -0.02% -0.46% 0.98% 1.22% -1.77% -1.94% -4.99% -4.34% 0.40% 5.97% 0.19% 1.88% 7.07% 4.92% -3.75% -4.05% 0.51% 1.73% 1.70% 12.15% 11.49% 5.38% 3.83% 12.32% 13.65% 12.45%
A K.TEYSSEDRE C.LACOUR 31/03/2026 Etablissement
0.99%
0.97%
0.95%
0.93%
0.91%
0.89%
0.87%
0.99%
0.86%
0.81%
0.66%
1.15%
1.17%
1.18%
1.17%
1.06%
1.03%
1.15%
1.01%
1.06%
1.16%
B K.TEYSSEDRE D.PEREZ 37/08/2026 Modification AVP Pentes surfaces projet
1.01% 1.13% 1.11% 1.09% 1.14%1.12% 0.97% 1.11% 1.05% 1.07% 1.00% 1.09% 1.04% 0.96% 1.03% 1.07% 1.00% 1.11% 1.16% 1.06% 0.93% 1.08% 1.14% 0.99% 1.03% 0.92% 1.03% 1.11% 1.31% 0.59% 0.87% 0.97% 0.64% 1.07% 1.21% 1.35%
37.99
38.88
36.26
36.63
37.34
38.36
39.33
Cotes tampons AEP PRO BASTIDE-
36.58
36.99
34.62
35.02
35.83
37.60
38.12
Cotes radiers AEP PRO BASTIDE-
1.64m
34.09m 1.61m
101.64m 1.50m
163.78m 1.41m
198.29m 1.36m
248.64m 1.28m
306.96m 1.21m
Profondeurs AEP PRO BASTIDE-
0.00m
Longueurs AEP PRO BASTIDE-
34.09m 67.56m 62.13m 34.51m 50.35m 58.32m
LEGENDE Canalisations AEP PRO BASTIDE-
Mensura
250 Fonte
Pentes AEP PRO BASTIDE-
Station polygonale 1.2% 0.9%
36.41
Eclairage Fo 37.0
35.74 36.73 37.6
02 ENEDIS
35.00 607
59 1
5
Fo 613 1 45
Fo 7
53 2 99
.69
52 5
Fo
BRL E
35.72 Fo
ENEDIS
Fo
0EDIS ENEDIS ENEDIS 3.4
34.
45 46.2
1004
50 8
Fo 60 6 99
8
.80 1
35.55 52 6 36.26 Fo 36.3
35.86 Fo
6
Fo
Haie et Zone arbustive
35.00 53 1
54 6 37.6
Fo
36.56 3
59 0
53 5
34.11
Fo 36.3 614
0
34.94 60 5
Fo
1
4.5
XI
36.95
35.65 Fo
Bouche ou borne incendie
Fo
53 0
Fo 59 2
36.26
57 9
36.67
Fo
EN
52 7
99
42.73 Fo
33.EN
92 3 35.08 53 6
5.5
Fo
6
59 3
ED
36.23
36.6
Fo
59 6
35.85 59 9 60 4
Fo
34.98
RTE
42.78 36.38
35.74 Fo
55 7
92 4 52 9 36.57 37.50
IS
Fo
54 4
Pelouse AEP PRO DIS_N21
59 8
ENEDIS
Fo
537
58 9
.65
Fo
36.34 36.0 36.30
0
Fo
35.39
T : 39.31
Fo
60 0
36.6336
54 3
Fo
BRL E
ENEDIS
55 8 36.45 45.9
99 9
35.97
59 5
Fo
59 4
36.38 35.9 37.59 7
59 7
Fo
Fe : 38.31
42.87 93 0 35.91 55 9
58 0
7 60 3
Fo
52 8
35.85 36.37
Plaques assainissement
53 8
ENEDIS
36.44 58 8
Fo
54 7
35.88
Fo
Prof : 1.00m
57 7
Fo
0 601
45
35.5 99 6
42.96 57 8 37.06 .55
Fo
92 9 36.35
Fo
ENEDIS
54 2
35.95
Fo
560
57 6
36.40
42.93
Fleurs,Haie
36.26
XI
58 7
35.41 54 8
35.98 57 5 Fo 99 5
45.6
Fo
Fo
2069_a
35.81 1
ENEDIS
58 1
36.05 55 6
Fo
92 5
35.94
35.97
54 1
56 9
42.95 35.40 Fo
35.92
93 1
53 9 37.15
57 2
Fo
93 2
T : 39.35 1113_a
35.76
42.97 Fo
ENEDIS
54 9 56 1
42.95 35.31 56 8 57 3 35.65 58 2 60 2
Fo
Fo
35.47 35.51 58 6
36.8
92 6
43.07 Fo
Fe : 38.35 T : 39.33
55 5
93 3 3
36.10 Fo
Fo
ENEDIS
Fo
35.43 35.69 45.80
Plaques Eaux Pluviales Prof : 1.00m Fe : 38.12
54 0
35.98 Fo
55 0
56 7
35.50
35.88
35.35
35.89
Fo 1000
Fo
57 0
57 1
55 4 57 4
Fo
ENEDIS
BRL E
36.59 58 3
Prof : 1.21m
56 2
43.12 36.93 Fo
Fo
45.69
99 4
43.11 Fo
92 8
58 5
45.7
Fo
8 1001
ENEDIS
56 6
43.20 36.05 55 3 36.35 Fo
Fo
93 9
Arbustre
92 7
Fo 98 8
45.3
Fo 5
36.17 Fo
ENEDIS
Fo
36.25 56 3
43.28 36.70
Fo
93 8
55 1
Fo 98 9
45.4
XI
Fo
58 4
Fo
43.23 1
Fo
ENEDIS
36.44
Fo
93 4
Fo
43.21 Fo
56 5 45.6
Plaques Bloquées
36.34 Fo
4
RTE Fo
ENEDIS
99 3
Fo
93 5
Fo
55 2
43.34 94 0 a Fo
Fo
45.5
Fo 8
Fo
ENEDIS
Fo 99 2
36.91
43.44 94 1 Fo
56 4
Fo
Fo
Fo
98 7 Fo
ENEDIS
45.1 4
43.44 Fo
BRL E
Fo Fo Fo
Arbre
93 7
Fo Fo
ENEDIS
43.41 Fo
986
45.2
Fo
Fo
5 45.47
93 6 43.54 94 7 Fo Fo
99 0 Fo Fo
Plaques PTT
ENEDIS
Fo Fo
27 89
Fo Fo
XI
45.3
Fo
Fo
43.61
Fo
94 6 7
Fo
ENEDIS
Fo
43.63 98 0
45.02
99 1
EU PRO_GRAV_ ZAE 2Foa Fo
T : 39.37
ENEDIS
Fo
43.62 94 2
43.64 94 8
94 3 98 1
45.09
Fe : 38.02
ENEDIS
43.77
Prof : 1.35m
94 9
36.26 27 88
Fo
Bouche de Gaz
ENEDIS
BRL E
45.2
6
98 5
AEP 36.13 97 9
Bouche à clé
44.84 45.21
43.76
ENEDIS
RTE
Fo
27 87
98 4
43.76 94 5 43.86 95 5
ENEDIS
94 4 97 8
44.92
34.65 35.90 27 83
27 86
43.93
Fo
XI
95 4
ENEDIS
97 2
44.66
34.48 45.11
RTE
44.03 95 6
29 07 43.93 98 2
ENEDIS
4m
Fo
35.85 95 0
97 3
45.05
23 69
37.2
8.4
44.12 95 7
44.45 97 1 44.78 9
98 3
Entrée
27 84 43.94
e5
ENEDIS
Poteau EDF
96 3
t 0m
44.22
n
95 1
36.17
Fo
29 06
8.2
36.14
Fo
44.42
96 4
34.63
34.72
27 85 3
50 D 5 8.35m
35.7 96 2
ENEDIS
23 84
27 78
44.30 97 0
35 40
BRL E
44.63
ion Ø2
44.99
H
44.11 37
ect PE te 5 %
34.75 .53
34.74
44.46 96 5
97 7
.45
1.0
35.57 35 35.30
ENEDIS
44.92
1
dét 60
35.50 5.4 6 95 3
Fo
77
35.23
n 37.5
27 27 16 88
35.87
29 05 07 23
Ø1 50 Fo
27 44.13
42m
34.59
97 6
27 79 3
l
35.11
27 75
27 76
i
34.76
27 15
27 00
27 80
+F
27 08 87
35.54
.
95 2 23
8
ENEDIS
.5 7
5
27 12
Ø2
27 81
3 5
27 06
27 74
.734.7
34.78 27 11
34 6 86
45
34
27 14
34.73 23
EU .28
27 09
42/
44.87
34.79
35
Fo
27 73
44.26
XI
34.60
27 13
37
04
27 10
réseaux posés sur plateforme voirie livrée. rès
27 82
Limite de Chaussée
27
36.29 27 01 4
Pilliers
36.27
ENEDIS
05
29 04 97 4
27 03
.3
35.48 X
27
95 8
27 72
26 99
37
35.84
5 G
44.83
35.23 35.22
Fo 00
35.09 35.60
AEP PRO DIS_n24z
44.20
Ø3
35 33
23 93
3
97 5
ENEDIS
37.3
Fo
27 02 44.74
35.52
95 9 44.43
271 7
T : 36.16 27 70 1117_b
35.66
0
35.6 35.72 96 1
44.56 44.69 96 9
.14
36.57 37
44.41
36.25
ENEDIS
6.67
92
T : 36.63
6 26 98 96 6 23
35.8
Fe : 35.16
96 8
96 0 44.48
Fo
27 71
36.50
35
.76
7
269 91
Fe : 35.02
23
35 34
27 18
35.56 35.9
96 7
AEP PRO DIS_n21b
ENEDIS
36 7
35.64
Prof : 1.00m
6
36.2
BRL E
26 93
36.02
2690 90
.7
5 4 23
36.47
27 22
AEP PRO DIS_n26z
35 32
.5 35.5
7 .65
36
269 6
27 21
Prof : 1.61m
36 8
5
69
T : 38.87
36.24 36.4
27 20
27
27 19
.7
36.94
ENE DIS
Fo
68
25 48
35.935
.37 7
Pierres
27
37.34
35
Mur AEP PRO DIS_n25z T : 36.63 .2
26 86
26 94 26 57 89
37 23
36.48 26 91
1114_a Fe : 37.85 37
27 25
EDIS
8
36.00
7
.50
27 24
35.9 4.9
T : 36.27 Fe : 35.63
NE
36.00
27 23
48
26 92
35.67
67
27 26
6
T : 38.88
26 58
26 60
36EN
5
27
Prof : 1.02m
26
3
Fo
1
36.22
26 95
36.6
.
XI
36
26 65
59 9
26 89
35 31
6
Fe : 35.27 Prof : 1.00m 35.5
26
IS
27 27
34.9
35.72 35 35
ENED
ANDON
Fe : 37.60
66
36 93
36.62 26 36.94 25 49
35.58
0
37.27
35 34
36.1
26 61 37.21
36.53
26 85
35.59
26 87
34.77
36.65
Prof : 1.00m
35.79
34.64
26 88
.007
IS
7
.68
25 47
Prof : 1.28m
Fo
36.6 4.9
ED
62
63 26 36.94
27 40
.0026 3 26 82
EN
35
3
35 39
2074_b' 36
.5
35 35
.80
36 94
35 37
34
26 55
27 32
IS
64
35 38
37
ED
26
36
.58
EN
Talus
35.80
23 83
T : 36.26 on
35
AEP PRO DIS_n24
36.64
83
il détecti
27 66
35.81
26
37.15
Fo
34.95
54
25 46
2
EN
2073_b'
2/45 + F
BRL AB
26
ED
.4
5 25 50
Ø600
Fe : 35.12 T : 37.33
IS
36.59
36.6
0
37.08
5
Fo 5 X 4
37
35.57 26 79
4
27
.7
EN
8
BRL E
35.2
23 94
Cadastre T : 36.15
ED
35
27 41
65
26 84
34.42m
IS
AEP PRO DIS_n22
27
7
Prof : 1.14m
25 71
Fe : 36.33
.26 37.33 36.55
27 64
EN
Ø250 Fonte
.6
Fo
ED 25 45
35
37
IS
Fe : 34.99
8
35 36
27 46
T : 38.35
25 51
2071_a
04
EN
36.4
36.48
23 70
Prof : 1.00m
43
ED
45
36.90
3
27
26
IS 35.75
6.
4
36.69
36.06
35.6
1115_a
EN
Prof : 1.16m
3
ED
HD 33.79m
37.28
35.6
Fe : 37.35 2070_a
28
25 44
T : 38.36
IS 26 80 37.16 26 78
27
.2 3
27 42
EN
n
Fo
27 39 27 31
ED 36.38
étectio
36.41
Ø160 PE te 34.09m
IS ENEDI 25 70 37.1 7
S .71
2073_a
36 95
T : 38.36
XI
ENEDI
.14
5.00
36
36
S
+ Fil d
26 44
25 52
Prof : 1.00m T : 38.89
ENEDI 25 72
S 39
Fe : 37.36
36.63
ENEDI
37.37
Limite domaine pénitenciaire on
S
.
36
F 42/45
ENEDI 35.44
2
Ø250
L2C. S 36
T : 37.22
26 81
11.59m Fe : 36.99
ENEDI 36.55
36.7
S 36.43 27 38 37.01
Fo 5 X Fe : 37.89
ENEDI
Prof : 1.00m
36 92
S
Fo
30
ENEDI
Ø250 F
Y=629716
.27m
26 48
27
Fonte
S
6m 1.0%
ENEDI 36.67 27 33 26 47
36.56
onte 50
26 77
S
IME
36.16
35.41
27 44
Fe : 36.27
ENEDI
Ø250
S
onte 67 Prof : 1.36m
s EU 33.5
25 69
26 46 37.24
ENEDI
Prof : 1.00m
26 73
1116_a
36.42
2075_b'
S
37.23
ENED
Ø250 F HD 50.54m
36.34
.49m Fo 5 X
ENEDI 25 96 25 53
S
IS DEC
.16
Ø300 Grè
37.21
35.90
RESEAUX AEP PRO DIS_n23
26 34
ENEDI
37.25
S 25 73
33 03
LASSE
26 49
42/45 +
ENEDI
PROJETES Prof : 0.95m
36.36
12.51m Ø160 P
S 35.90 36.70
36.10
26 50
Z NON ENEDI
36
Ø600
Fo
Ø160 PEHD 11.58m
35.57
EXISTANTS T : 37.99
S
7
T : 36.47
DSI N
Fil détec E
ENEDI L2C.
EHD 67
26 76
DE TER
Ø160 P
33 04
S
36.43
.3
ENEDI
T : 37.99
36 8
1
MINE
26 72
7
S 26 43 37.28
tion
35.90
.0
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ENEDI
.68m
37.12
35.99
36
.5
S
1117_c
33 05
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33 02
25 68
0
ENEDI
36.60
9
37
Ø250 F 1
1
onte onte 50
35.90
27 34
36
9
Fe : 36.58
S 36.22
36
Fe : 35.50 1117_a
36
26 51
ENEDI 36.86
BRL E
35.56 26 68
F
26 42
Réseau BRL abandonné
S
26 35 37.27
0
7
29
5
ENEDI
o3n6.6te 67 Fe : 36.99
26 52 26 74
35.89
2
37.32 26 70
Ø250 F
S
27
Ø ENEDI 89
36.7
37.00
33 00
36 88
S 25 74
36.82
36
T : 36.26
o
%
33 01
36.24
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26 33
ENEDI 37.17
5m 1.0
S
36.38
Ø600
25 94
Prof : 1.41m
F
5m Prof : 0.97m
ENEDIS
36.34
T : 37.34
26 53 X=808351
Ø300 G 36.60
ENEDIS 87
12.14m 1.0%
36.72
ENEDIS 36 36.59
Prof : 1.00m U 50.5
.00
7 50 ENEDIS 36.91 25 95
26 41 26 71
34
6.2 36.68 ENEDIS
EU PRO_GRAV_ ZAE 3
35.79
Ø300 Grès EU
34 49 36.46 36 96
Fe : 34.62 rès EU
26 75
ENEDIS
Réseau EP 3
E
ENEDIS
36.41 25 67
Fe : 35.83 s
36 86
ENEDIS
34 34 37.23
rè
26 36
34 51
ENEDIS 36.82
67.77m
Ø300 G
26 40 36.99
ENEDIS
36 97 37.18
36 98
34 35
91 25 75
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ENEDIS 36.78 37.02 26 32 35.79 25 97 25 93 25
Fo
Adduction AEP .26
ENEDIS
37.20 92
Prof : 1.64m 1.0% T : 38.90
25
35.41
ENEDIS
1
36.26
37
ENEDIS
6
36.3
36
2
37.3
26 69
Prof : 1.50m
ENEDIS
26 22
36.23
XI
ENEDIS
36.1
5 26 67 9
25 98
36.6
36.2 26 37 36.43
0
ENEDIS 36 .29
34 36
3
ENEDIS
Réseau électrique HT/RTE
4
34 48
3
35.5
ENEDIS
34
27 35
Fe : 37.43
35.840
25 99
ENEDIS 36.89 35.9 26 21 36.43
37.5
4
ENEDIS 37 06 36.30
2
ENEDIS
06 26 38
37.07
.5
35
+ Fil détection
1
Distribution AEP
ENE DIS
EU PRO_GRAV_ ZAE 3 a
36.4
36.0
27 47
36.11
36.08
Fo
35.24
ENE DIS
26 20
35.40
37
37.12 26 23 3
36.19 26 08
13 ENE DIS
36.4
23 95
26 00
Prof : 1.47m
27 48
35
4
25 88
Fo 5 X 42/45 34.53m
25 89
ENE DIS
36.20 26 07
36.94
23 82
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26 31
09
34.7335.26
05 26 39 36.30 25 76
ENE DIS
Fo 5 X 42/45 + Fil détection
35 .77
87
35 25 90 37.30
34
Réseau électrique BT
ENE DIS 26 09
25 86
25
9
34 4.73 36.31
T : 36.64
1
EU PRO_GRAV_ ZAE 8
8
ENE DIS
37.04
34
35 10
L2C.
EU PRO_GRAV_ ZAE 9
ENE DIS
37.4
26 06
12
36.84
Ø250 Fo e
35
nt
ENE DIS
Eu refoulement
11
3
25 85
34.73
34.86 ENE DIS
04
35 36.30
35.01
Ø250 Fonte 61.95m
35 26 19
08
35 36.87 ENE DIS
26 30 37.15 37.20
35 03
Fo
26 10
35.03
37 05
ENE DIS
34 90
25 43
34 32
T : 36.28 Fe : 35.28
36.85
34 88
37.29
37.06
27 36
7
T : 36.15
26 29 37.26
34.57m
26 05
34 87
07 37.13
34.7
27 37
35
Ø160 PEHD
6
37.21 54
Réseau Inconnu
25
34.89
37.39
34.7
37.41
Fe : 34.94 Prof : 1.36m
25 55
37.08 36.93
Ø160 PEHD 62.16m
37.08
Fe : 34.82
BRL E
37 14
36 99
EU 7.26m
36.75
36.65
37.09
34 86
25 62 36.92
26 28
37 00
34.51m EU PRO_GRAV_ ZAE 4
25 58
Fo
Ø250 Fonte Ø300 Grès
26 24
36.82
Eu Gravitaire Prof : 1.34m
36.82 25 57
Prof : 1.33m
25 56
Ø250 Fonte 62.13m
36.91 37.11 25 61
Fibre optique
37.19
35.00
36.19
37.29
36.38
T : 38.37
4 25 60
617 8
36.11
34 37
36.91 36.89 37.13 26 25 37.30
0
37.10
37 01
6171
37 17 25 66
37.19
36.73 36.72
416 3
6170
DT 01/04/2026
36.3
37.28
34 47
2
26 26 25 59
Fo
1.0%
37.11 37 15
Fe : 36.93
35.6 0
2
37 16 37.20
36.0
37 03
EU 27.45m
36.72
3502
25 65
3
37 13
35.7
0 27 50
France Telecom
36.2
276 2
5549
Ø300 Grès EU 62.33m 1.0%
37.35
Ø300 Grès
XI
34.7
37.01
3427
EU PRO_GRAV_ ZAE 7
25 77 25 64
27 63
36.94 37.25
Prof : 1.44m
37 02
37 25
37.18 26 27 37.17
3
5 37 09
.26
37 04
36.87
34 52
6.2 37.23 25 63
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Fo
5 3 .05
T : 37.35
6
26 18 36.65 416 2
39 74 4 25 78 37.3
37
34.89
EU PRO_GRAV_ ZAE 5
37.28
Orange Pleine terre
37.25
34.7
36
34 56 34 54
36.3 9 36 3
34.90
37 08
23 71
37.09 37.08 25 79
37 07
37.14 37.19
4
.465 617 2
37 10
90
36.0 36.4
8
35 1
Fe : 35.96
36 25 84
617 7
34 61
32
37.14
34 91
37.53
26 17
37.4
T : 38.30
37 12
36.58
37.56
64
26 11
36.93
36.50
41
37.20 26 16
34 85
34 53 37.27 37.27 25 80
Fo
36.57
37 24
25 83 413 8 37.29 4161
Prof : 1.39m
.31
23 97
4
37.35
9
GAZ (GRDF/Natran) Fe : 36.86
37.11
34 30
25 82
34 31
34 29
35.9
39 73
37.29 37.35 39 75 37.11
37.3
37
.50
4160
37 20 36.4 8
2072_a
37.23
26 15
EU PRO_GRAV_ ZAE 6
26 12
9
26 01
Prof : 1.44m
BRL E
23 96
26 13
37.28
37.04
36.4
37 11 37.29 25 81
Fo
37.22
T : 38.01 T : 37.81
36 85
37 21
37 19
36.47
36.44 26 02
37.24
37 18
Réseau AEP
39 77
37.27 37.36 37.37 26 14
37.26
39 76
7
26 03
5
36.44
37 22
37.40 37.33
4106
416
Fe : 36.97
617 6
3
Fe : 36.58 37.3
37.5
5.0m 10.0m 15.0m 20.0m
6
413 7
37.09
1
Fo
36.0
37.31 .33
8
.3 37.35
2
37
25 42
Prof : 0.84m
37 4105
37
33 10
37.12 26 04
24 31
37.49
34 63
37.27
0
Prof : 1.43m
37 26
37.27
35.9
9
37 27
37.46 37.36 39 86
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36.46
37.32
XI
37 29
36.29
37.416
34 62
39 85
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36.41
27 51
37.38
0
37.35
32
37
37.44 37.4
37.31
36.43
39 71
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39 78
24 21
35
39 83
37.20 39 72 39 84 37.37
23 81
37 23
37.32
37
36.69
Fo
37.27 39 88
E
36.54
6 65
416 6
33 08
33 09
33 07
3363.67
6 . .6
8
36.68
2
413 9
24
413 6
24 20
37.42
7
37.04 24 23
NDONN
24 26 7
37.37
2
33 06
24 33
37.0
24
37.38
24 25
24 30
24 29
37 40
39 81 24 22
37.54
413 5
39 82
39 87
37.56
24 24
36.69
616 7
Fo
37.31
36.63
37 32 37.44
37.37
37.31
8
24 19
37.56
415 9
37.48 37.56
36.0
37 39
34 57
BRL E
37.61 24 14
39 79
39 80
RL ABA
8
.4
37
X
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