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01240905-131-AVP-PG-1-012-B.pdf · 7 913 mots · du marché « Travaux de renouvellement, renforcement et extension des réseaux d'eau potable et d'assainissement, incluant pose de… », dossier de consultation officiel.
GROUPE MERLIN / Réf doc :01240905-131-AVP-PG-1-012-B
Ind.
B
A
Opération Raccordement Prison / ZAE Nîmes sud- Générac
K.TEYSSEDRE
K.TEYSSEDRE
DT 01/04/2026
Etabli par:
AEP
PROJETES
PLAN DE MASSE ET PROFIL EN LONG
Eclairage
Bouche à clé
Plaques PTT
Plaques Bloquées
Plaques Eaux Pluviales
Plaques assainissement
Bouche ou borne incendie
Poteau EDF
D.PEREZ
C.LACOUR
Vérifié par:
CONCEPTION DES RESEAUX HUMIDES
Eu Gravitaire
Adduction AEP
Distribution AEP
Eu refoulement
Mur
Talus
Limite de Chaussée
(Eau potable et eaux usées)
27/08/2026
31/03/2026
PLANCHE 12
E-mail : cabinet-merlin@cabinet-merlin.fr
Date:
Département du Gard
COMMUNAUTE D'AGGLOMERATION
LEGENDE
Téléphone : 04-72-32-56-00
Télécopie : 04-78-38-37-85
69289 LYON Cédex 02
RESEAUX
Modification AVP
Etablissement
6, Rue Grolée
AVP
SIEGE
NIMES METROPOLE
EXISTANTS
Limite domaine pénitenciaire
Objet de la révision
E-mail : cm-montpellier@cabinet-merlin.fr
Fibre optique
Réseau Inconnu
Réseau électrique HT/RTE
Réseau EP
Orange Pleine terre
GAZ (GRDF/Natran)
France Telecom
Réseau électrique BT
Réseau AEP
Multiparc du Salaison - Bâtiment 9
Pierres
AGENCE DE MONTPELLIER
Téléphone : 04-67-64-05-20
Fleurs,Haie
Pilliers
Entrée
Pelouse
Haie et Zone arbustive
Bouche de Gaz
Station polygonale
Arbre
Arbustre
Cadastre
145, rue de la Marbrerie
34740 VENDARGUES
01240905-131-AVP-PG-1-001-A_20260330..msa
NOM DU FICHIER:
ECHELLE:
1/300
.52
33 .64
.55 33
33
Pentes AEP PRO BASTIDE-
Canalisations AEP PRO BASTIDE-
Longueurs AEP PRO BASTIDE-
Profondeurs AEP PRO BASTIDE-
Cotes radiers AEP PRO BASTIDE-
Cotes tampons AEP PRO BASTIDE-
Pentes surfaces projet
Pentes terrain
Projet
Terrain
Plan Comp : 32.0
Echelle Z : 1/350
Echelle X : 1/350
Axe : Profil 1125_a - 1117_a
Réseau : AEP PRO BASTIDE-
Pentes EU PRO PR PRISON/RACCO_
Canalisations EU PRO PR PRISON/RACCO_
Longueurs EU PRO PR PRISON/RACCO_
Profondeurs EU PRO PR PRISON/RACCO_
Cotes radiers EU PRO PR PRISON/RACCO_
Cotes tampons EU PRO PR PRISON/RACCO_
Pentes terrain
Terrain
Plan Comp : 27.0
Echelle Z : 1/250
Echelle X : 1/250
Axe : Profil 2081_a - 2074_a
Réseau : EU PRO PR PRISON/RACCO_
.62
Ø25
Prof : 1.27m
Fe : 32.33
T : 33.60
2083_a
33
Ø250
.12
34
0 PE
1
.17 33.6
Prof : 1.22m
Fe : 32.40
T : 33.62
1126_a
33
RTE
Fonte
HD 8
.61
33
.36
8.04
.04m
Fo 5
34
.67 .13
33 33
m
5.0m
.13
X 42
34 .62
33 .03
.67
Ø25
33 34
/45 +
Ø25
110
1526 9
.66 33.68
33
0 PE
RTE
.13 E 1523 3
IN
Fil d
33.65
33 3.68 .64
0 Fo
RM 33.65 33.63
33
Prof : 1.19m
Fe : 32.49
T : 33.68
1125_a
Prof : 1.26m Prof : 1.29m
Fe : 32.36
T : 33.62
2082_a
3 .67
33
HD
E
étec
T
nte 7
6
33 DE
.6
6.77
.11
ON3.69
10.0m 15.0m 20.0m
34
tion
.01m
ZN
3 1524 0
m
33.72
.69 .67
1525 2
33.70
33 33 .18 .58
34 34 .19
34
Fe : 32.38
T : 33.67
2081_a
.72
Ø25
D
Z
D
Z
D
Z
33
Ø25
.64
RTE
.67 34
0 PE
33
120
0 Fo
1527 5
33.76
.20
HD 7
34 .75
.07 33
nte 6
33 .14
.75 33
33
.16m
.75 .13
.98m
.70 34
33 33
.76
33
.78
33
l
.20
RTE
a
110
1528 7
34 33.78
n t
.76
Prof : 1.14m
Fe : 32.58
T : 33.72
1124_a
33 .78
1529 5
e
33.72
.34 3376
34
60
3.
m
1530 6
9 3 33.78
Prof : 1.31m
Fe : 32.40
T : 33.71
2080_a
34
.2 .22
33
e
1531 6 .19
33.80
34
t
60
.31
dé p a r
34 .73 .68
33 33
.95
33 .78
RTE
.40 33
.27 .18
34 34 33
.90 .43 .75
33 34 33
.33
1532 8
34.39
.80 34
33
.70
33
.26
0 33
.70 .4 .75
Ø250
33 34 33
Ø250
.79
posés sur une plateforme ‘livrée’ dans la cadre de la réalisation des voiries
.69 33 3.83
Les déblais/remblais ne sont pas à considérer car les réseaux seront
34
1541 2
35.21 3
PEH
RTE
1544 1542
Fonte
5 3
.83
34.40 34.28
1543 5
34.44
33
D 29
.49 .82
34 33
.39
29.5
33
.65m
.64 .26
33
7m
34
.64
33
.33 .59
3.8
2 33 34 1125_a
.29 31 .78 .41 0.00m 1.19m 32.49 33.68 0.00 33.68
.48 33 34 0.19 33.68
RTE
33
2.10
.7
34 33
.79 0.09%
33
.48 2.29 33.68
6.98m
34 1.38%
1.3%
.96 3.44 33.70
.34 34 78
1.00%
34 .
2.67
34
87
.69 7 3.
Fe : 32.49
250
Fonte
AEP PRO BASTIDE-
33 33.3 3 7
.64 33
.3
.76 1.14m 32.58 -0.28% 6.10 33.73 1124_a
34 .04
= 3
34
Fe 3 6.98m 33.72 6.98 33.72
.96 88 1.14m 32.58
33 33.
110 .46
1533 9
-0.26%
RTE
33.91
.49 34
4.00
34 .82
Prof : 1.77m
Fe : 32.49
T : 34.26
2079_a
33 .89
.07 33
.07 34
34
.44 .03 10.98 33.71
4 34
1.84
3
Prof : 1.34m
Fe : 32.91
T : 34.25
1123_a
.53 -0.60%
34 .06
Ø250
34
12.83 33.70
Ø250
.06 -1.38%
.08 34 .04 13.64 33.70
posés sur une plateforme ‘livrée’ dans la cadre de la réalisation des voiries
34 34
.92 14.06 33.71
Les déblais/remblais ne sont pas à considérer car les réseaux seront
PEHD
.05 33
.61 34
Fonte
Fe : 33.13
GEO AEP
1.33%
RTE
34 .21
4.25
34 .04 3.95
34
Ø40 0
3
.68 .23
8.35m
34 34
8.39m
.15 .98 .59
34 33 34
.12 0.91% 18.31 33.76
34 .97 3.96 19.09 33.77
Prof : 1.37m
Fe : 32.52
T : 33.89
2078_a
.17 33 3 .86
34 33 19.42 33.77
C
DE GÉNÉRA
.18
.30 34 .20 .04
29.57m
34 34 34 .96
1.1%
Prof : 0.97m
Fe : R32.94
T : 33.90
1122_a vent
.70 33 .88
34 33
E
.68
D13 ROUT
.11
0.39%
34
7.28
.30 34
.66 .20
TE
34 34
34 .55
.60 34
34 .31 .23 .22
.59 34 34 34 .04 .04
34 34 .27 34 3.97
33 3 .18
.31 .63 34
.61 .27 34 .22 7 34
26.69 33.79
100
34 34 34 3 3 . 2
.42 0.16%
35
1534
15 71
.82
3333.97
.97
.40 Fe
= 33 27.49 33.79
.29 34 0.81%
34 .43 34 .73 34.3
3
34 34 .02 0.83% 28.27 33.80
Ø250
34 .89 28.90 33.81
Ø250
.38 .16 .98 33
.15 34 33 33
13.66% 0.47%
RTE
.07 36 .05 .47
4.03
36 36 34
PEHD
.50 .75
Fonte
.42 34 34
.02 34
36 1536 1
33.96
.50
.60 32.93 34.36
0
34
20.57
.0
.07 34
20.51
2.37
36
71
00 .91
84
5. .54 33
42 34 .36
80
.95
m
97 .95 34 35.29 34.37
L2C.
34 4.54
m
X=
62 35 3 -9.06%
Y= 1123_a
35.88
.57 .40
36.55m 1.34m 32.91 34.25 36.55 34.25
-9.08%
RTE
.98 34 34
35 .89 .76 37.84 34.14
35 35 .62
34
4.12%
.84 .73
3.80
Prof : 1.50m
Fe : 32.57
T : 34.07
1121_a vid
.84 34
.83 .73 34
34
8.39m
34
0.3%
34 .75
34
.64
9
.5 83
34 .54 .65 34 41.63 34.29
2
.48 34
33.6
1.96
34
82
33 -6.22%
.52 6
6
.49 .26 3.8 3
78
34 .7
34
79
.29 4.71 33 3
80
34 .9
43.60 34.17
2
35 33
81
3
1
-48.48%
33.6
34 .0
33.2 8
34.0 7
44.16 33.90
98
.32 0.31% 1122_a vent
RTE
34.07
44.94m 0.97m 32.94 33.90 44.94 33.90
99
35
100
101
102
4
0.44%
103
0
33.9
105
33.8 0
33 .9
104
.18
33.2 5
.93 -1.71%
35 46.05 33.89
34 .41
34.0 2
33 0.46%
.20 .00 46.88 34.03
.79 35 34
4
.73
34
2
34 34 .8
9.31%
34
Prof : 1.49m
Fe : 32.58
T : 34.07
2077_a
3
.93
34
7
34 .7
2.98
33
.60
34
34 .03
.35
.80 35 .95
2
34
34 .8
2
34 33 49.87 34.31
34 .08
106
.83 -29.85%
.79 34 .68 50.43 34.15
2.18
34 34
77
.74 -10.44%
RTE
34
341
34 .03
.26 52.60 33.92
0
.67
34 .9
34 .80 34 52.72 33.91
.73 .24 .63
107
34
340
0.70%
34 35 34
3.42
9
.70
20.51m
3 3 .3
33
-1.8%
40
3 3 .4
338
9
.16
337
109
.15
33. 94
9
35
34.8
34.7
35
.71 56.14 33.93
34.04
4
0
34 .53
8
.79
9
8
3
.7
34 .8
4.09%
85
34
33.5
33
33.5
.00
1
34
34 .0
4
8
10
35 57.42 33.98
34.13
34.1
84
34.11
34.30
1.60 2.47
76
.95
33.99
75
.90
33.24
.03
33.84
74
Ø250 PEHD 30.17m
33.25
Ø250 Fonte 30.10m
3
4.6 34 3 -4.33%
73
.27 34 3
0
72
33.99
11 71
345
.87 3 .78
116
33
111
115
59.02 33.91
9
.94
114
113
112
346
32
34 6 34
RTE
34 .8
34.13
8
2.99%
0 33
41.2
8
6
.
34
100 .98
41.3
0 1537 0
33
33
34.05
7
34 .9
347
348
9
.29 .93
5
41.4
.69 34 34 61.49 33.99
41.4
.82 34
.66 34
34
2.00%
3.96
1
33
3 4 .98
0
.0
0
5
1 .0
.64 38 1121_a vid
34.12
Route de Générac
97
33 2
34 65.45m 1.50m 32.57 34.07 65.45 34.07
3
49
33
1
62
34 .9
65.58 34.07
4
70
08
3
Y=
33
2.34
00
33 .8
9
RTE
5. -2.47%
8
33 .6
X=
40
335
97
336
62 .79 .39 67.92 34.01
8
-1.38%
5
34 .8
.19 Y= 34 34 68.39 34.01
34 .9
40
34. 13
1.91%
3.10
69
34. 15
0
67
.0
51
.03 .60
Prof : 1.50m
Fe : 32.69
T : 34.19
1120_a
84
.71 .74 .44
34 33 71.49 34.07
-0.12%
5
80
12
3
34. 47
34 34 34 .28 72.42 34.06
.2.297
8
34. 13
41.4
.94
34. 13
X=
1
34.2
.46 .73 33
41.5
34 .11 .08
87
34 .06
33
352
34
117
34.08
34 .06
39
.15
34
118
34
33
68
34. 19
119
3
351
120
0.89%
34.13
.06
34 .9
34
.693
122
RTE
34. 14
123
59
124
121
0
3
34. 15
4.51
34
6
12
6
3333.6
34 .2
41. 6
4
41.5
.10
34.1
55
34. 16
53
34
56
64
350
60
65
349
.98
66
38
1538 8
.06
34.06
.64 .88 .02 76.93 34.10
34 34 34 34
0.72%
34.2 1
.50
34 7
34 .2
52
.93 34 54
.16 58
78.16 34.11
.83
34 .10
344.01
-0.16%
34 .48 .10 79.14 34.11
30.10m
34 3 34
-1.36%
.82
0.4%
.08
3.09
34
.13 34
3
.27
5
38 9
32
34 .2
5 .04 .8
57
3
34 33
RTE
.505
.81
.3 0
9
3333.6
34 .02
.05
.98
34 .0
82.23 34.07
9
33
13
34 33 -0.11%
45
34
5 44
63
4
62
13
Prof : 1.49m
Fe : 32.72
T : 34.21
2076_a
3
34
.93 82.99 34.07
14
.5
34
61
51
. 32
.96
Fe : 32.38
250
PEHD
EU PRO PR PRISON/RACCO_
4
.12
34
.2
.82 34 .47
142
.3 2
.24
34.2
33
3
.92
34
33
37 .81 33
141
1.58%
33
4
0
3
14
32
3.48
3435 .09 .995
33
.82
6
333
13
34
.93 34 .10
34 34
23
.60
Ø400 9 .14
43
.56
9
2
. 28
33 .2 34 .09 0
4
6 4. 6
37 34
35.1
.9
.95
34 3.5 86.47 34.12
7
33
33
13
.32 3
154
3
33 3
323
Ecart :0.18
Fe : 33.08
Réseaux secs
Réseaux secs
RTE_
.99 .2 833 4.3.0 8
144
33
5
145
.6
100
4
.19 .00 33 .3333 3333333.3
149 8
.95
33.7
148 13
3.4
34
150 147
1539 8
34
2
37 34 34 .31 .10
146
34.12
.11 3
0.15%
3 .2 8 .2 94 0
33 .7
. 12
.38 =3 39. 9 34 34
Ø25
0
322
152
4.09
5
34 98
7
.83
33.9
15
153
2081_a
32
41.6
4 Fe
6
36 35 .0
32
6
3
5
.09 33 .99 4.16
4 .96 3 .95.9 .
151
3
Ø2
41.6
.56
4
0.00m 1.29m 32.38 33.67 0.00 33.67
321
2
3
96 3 33
RTE
353
37 .77
6
34 . 3
33 3 .11
34.0
3
34
33
35.1
354
34 .02 0.18 33.67
0
15
35.2
34
6
5
.5
0.09%
34 3
320
8
.9
0
4
2
F
2.27
2
.25 33 34. 10 .15
41.7
.22
319
41.7
.47 Ø4
o
00
90.56 34.13
35
34
PEH
34
46
34
7
35 .15 4.04%
nte
35 5
34 .1
7
.14
35 6
4
3 4.
34
8 157
.49 .16 91.30 34.16
132
5
34. 12
34.5
5
334
34 .16
.4 1.08%
1
34
158
.2
34
3 4.2
.98 6 4 .12= 3 3 91.97 34.17
50
34
176
2.45 33.68
D2
175
22.7
GÉNÉRAC
34 .75 e
6
3
33. 43 4 .1.F4 -7.03%
.48
.9 95 6 19 1.37%
3 4.1
3
41
1192
34 9 34.16 34.
18
34
2 174
38 .4
7.16m
Ø400 3
.18 3.06 33.69
18
33.4 3
93.11 34.09
8
4.234 .4
33
9
4
17 19
12
19
3 173
4 .14
2 .8 2
36 17 3 93333 .5
128
7
37
14.02%
.2 7
5
7 17
.3 6
191
.94 9 4. 4
19
3
12
5m
.32 .94 . 3 3 4.1 3 3 .5.54
2 4.1 93.94 34.20
503
3 4.
34
190
36
DE
34
3 3 -2.22%
34
0 48
.39
13
4 2
34 3 .17
0.99%
3
3.5.
3
6
94.59 34.19
3
.5820
19
133
.39
7333
35 34
m
3.23
.2
D13 ROUTE
.42 3434. 34 .20 0.33% 1120_a
17
6
.15
.148
34 .17
9
34
18
.5
35
172
34
185
.86 343 95.54m 1.50m 32.69 34.19 95.54 34.19
183
131
19
33
9 184
34
49
19
.3 9
35 .93
8
34.2.2
263
55
RTE
34 .27 .95 34.
7
.15
.40
0.21%
0
19
18
.73
34
7
.62
5
.
7
. 19
34 34
3.39
34
343
18
314
33 .5
34
34
33
.44
Prof : 1.65m
Fe : 32.82
T : 34.47
2075_a
.6
34
35. 11
0
33
6.29 33.72
20
.42
34
.98
7
.60
1
20
35
1
.7
34
4
-0.29% 2080_a
315
33. 8
13
7 33
3
.2
34
.55
6
.6
7
34
9
.39
7.16m 1.31m 32.40 33.71 7.16 33.71
15
.5
98.93 34.20
33. 6
34
33
316
8
18
34
2.27%
34.3 3
34
99.69 34.22
6
.31
34.2 2
1
.79
35.2
.47
2
.9
34 .15
8
1.71 1.70 3.10
.84 35 4.1
35
33 .6
34
34
35 .98 -5.88%
317
35 .66 .22 .41 .236
318
.75
34
33 .55
34
36
35 34
37
9
35
5
38
3
39
-0.26%
40
101.40 34.12
20
35.1
34 .7
2
33
1
20
.7
5.10
4
34
4.9
.7 4
.06 3
16
0
.43
8.22%
Fe : 33.13
GEO AEP
33
35
100
34
41.82
1540 7
103.10 34.26
41.84
.90
8
.76
9
32 34.23
1
18
.77
16
8
34 .9 .19
-2.54%
.95 34 34 33 7 .86 34
.7 0
360
4.5
.5 9
9
34 34
35
10 .437
34
.26 35. 34
34
35 .94
41.81
41.78
.97 34 .72
34 12.26 33.70
22.75m
34
358
106.20 34.18
1.12
357
2.8%
7
-0.29%
6
.7
-0.60%
29
.96 34
.16 34 106.97 34.17
35 .21
34 2 107.25 34.19 -1.38% 13.38 33.69
2.48 1.71
.90 .2 13.88 33.69
162
34 34 7.16% 14.13 33.70
34.72
.89
4
16
34 109.73 34.36
34 . 39
9
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Fe : 33.09
Réseaux secs
Réseaux secs
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34
4.54
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27
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27
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208.16 34.53
27
3 5.6
Prof : 1.49m
Fe : 34.26
T : 35.76
1117_f
1.59% 1118_a
2903
209.08m 1.00m 33.87 34.87 209.08 34.87 209.08 34.54
91
0
1.52
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34.4
86.33 34.12
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1.04%
1.50%
35.4 7
3.45
Ecart :0.33
Fe : 33.32
250
PEHD
EU PRO PR PRISON/RACCO_
210.61 34.88
Prof : 1.12m
Fe : 34.80
T : 35.93
AEP PRO DIS_n25
3.05%
3.68
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9
32
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35
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213.65 34.58
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91.48 34.15
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34.3
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218.22 35.18
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35.2
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7
221.68 35.11 221.74 36.25 95.01 34.21
34 .3
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Prof : 1.69m
Fe : 34.39
T : 36.08
1117_e
484
34 .2
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48 5
222.80 36.27
4
95.90m 1.49m 32.72 34.21 95.90 34.21
48 6
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4.34
10
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1
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35.5
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5.7
32
487
3 223.94 35.57
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32.65m
0.21%
488
Ø25 224.23 35.57
3.35
Prof : 1.00m
Fe : 35.16
T : 36.16
AEP PRO DIS_n24z
Ø2
0 Fo
m
-1.67%
4.40
226.02 35.22
50
Fon
40
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Prof : 1.68m
Fe : 34.48
T : 36.16
1117_d
35
0 36 2.26%
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98
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32
35
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5
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Grès 5
92
Prof : 1.00m
Fe : 35.27
T : 36.27
AEP PRO DIS_n25z
99
32
.8
EU 1 35 233.13 35.51
.25
6.05m 103.55 34.27
0.9
m
2.21%
%
0.4%
4.35
2.39
235.44 35.67
6
36 .2
1.98
6.13
5
7
8
290
-0.20%
8
34.6
34.4
278
1
Prof : 1.64m
Fe : 34.62
T : 36.26
1117_c
3
105.93 34.21
4 6
7
.3
Ø2
290
278
7
36.1
6
35
278
6
237.43 35.66
Ø1 50
42.8
237.48 35.60
89
Ø3
Fe : 33.40
400
135A
EP
42.9
32
1.67
4.62%
22.82m
0
50
00
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-0.29%
33
0
930
35 238.32 35.70
60 Fo
929
35.38
Ø2
35.4
00
3.57%
Fo
-0.16% 0.53%
Prof : 1.33m
Fe : 34.82
T : 36.15
EU PRO_GRAV_ ZAE 9
2
4.25
43.1
PE nte
1
495
107.60 34.20
Gr
43.1
6
49 3
nt
3.42
4.91%
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6
90
928
32
34.1
e
36
HD 1
108.19 34.23
ès
927
4.34
6.95%
11
492
108.78 34.27
EU
1117_f
3
12 .58
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1
491
1.32
35 .4
7
241.73m 1.49m 34.26 35.76 241.73 35.76 241.73 35.69
35.6
7.16%
9m
4.22%
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1
242.33 35.78
0
49
1
2.50
2
489
110.10 34.37
m
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01 9
33
.9
C.
35
2.59%
0.64%
m
L2
4.48
2.45
35
33
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7 244.24 35.70
1.0
36 244.27 35.70
2
35.7
35
35
%
0.72%
0 35
10.62m
35.8
35
34
5
112.55 34.38
4.92
36.2
35
Prof : 1.16m
Fe : 34.99
T : 36.15
2073_b'
37
7 246.80 35.90 -0.63%
34.7 113.30 34.38
35
0.02%
4
1.64
38
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3.96%
35
344.6 35
39
3
4.38
4
36
35
3 6 .0
4.39% 249.20 35.74
249.22 35.74 114.94 34.38
3.64%
-0.17%
3.14
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8
115.92 34.38
02
33
36 251.19 36.07
34 .3
2
0.96% 1117_e 8.84%
34 .6
502
252.36m 1.69m 34.39 36.08 252.36 36.08 252.36 35.85 116.84 34.46
49 8
3.49%
Prof : 1.34m
Fe : 34.94
T : 36.28
EU PRO_GRAV_ ZAE 8
Ecart :0.18
Fe : 34.77
250
Fonte
AEP PRO distribution-
503
35. 03 3.68%
0.94%
253.52 35.90 117.64 34.49
0
49 9
35. 11
3.65
1.08
35.9
35. 00
-1.14%
50
5
0
3
2075_a
278
35 .8
501 505
34
2 4
36.2 35 .0
-1.16%
35
3
497
504
7
118.72m 1.65m 32.82 34.47 118.72 34.47
8
3
4
34 .6
35.3
10
4.35
7.34m
4.86
35.5
4
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5
34.7
33
278
36
1.2%
34.7
506
5
5
278
9
42 .9
256.01 36.12
7
507
36 .2
3
3
43 .0
5
290
35.4
932
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4
290
1.11%
933
1
93
5
4.19
3
3.69
42 .9
43.2
1
257.87 35.85
43.2
1.79 2.86
257.90 35.85
934
935
1.07%
F o 50 F
0
Prof : 1.14m
Fe : 35.12
T : 36.26
2074_b'
32
Ø2
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1117_d
35
6 36
259.69m 1.68m 34.48 36.16 259.69 36.16 259.69 35.87
5 X ont
03
6.1
33
Ø1 50
Ø3
3
1.49%
1.08% 259.69 35.87
Ø2
6 0 Fo
122.92 34.46
00
42 e 34
260.92 36.17
1.09%
/45 .42
PE t e
Gr
1.09% 261.83 36.18
ès
262.56 35.92
HD 34
6
+
1 262.73 36.19
34.8
09
n
33
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1.97
36
Fil
EU
1
-1.61%
51
33 .09m
4.81
Prof : 1.00m
Fe : 35.63
T : 36.63
AEP PRO DIS_n26z
dé
0.95%
0.30%
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33
11.56m
264.53 35.88
m
4.79
3
512
6.25
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tec
35.2
0
51
51 5
. 56
m
5 35
35.0
513
tio
516
m
51 4
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1.15%
517
35
n
4
3
4.91
04
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4.99
33
1. 0
35 .0
36
3 5.
267.52 36.24
5.56
3
%
23
1.10%
9
277
80
27
268.40 36.25
5.00
3
27 81
2782
520
1.11%
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3 44. .79
0
3
34.9
35
6
269.28 36.26 269.44 35.94
3
08
129.16 34.48
35
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519
33
2
76
36 1.12%
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35.7
509
7
1.81
518
270.16 36.26
36 .5
1.46%
1.13% 4.12%
2.12
1117_c
508
1
277
3
271.25m 1.64m 34.62 36.26 271.25 36.28 271.25 36.01
25.04m
7
35 .7
1.15%
35.5
1
271.97 36.29
35.1
27 70
2778
131.28 34.51
6
1.40%
277
36 .55
35
4.29
75
27
27
74
.59 0.20%
.0 9
1.01%
73
34
27
2769
132.15 34.51
2
35.53
277
4.69
0
34
31
6
35
.5
36
35
05
Prof : 1.36m
Fe : 35.28
T : 36.64
EU PRO_GRAV_ ZAE 3 a
.3
.6 0
33
36
.6
1.62%
2777
9
6
2.88
07
33
.2
36 275.54 36.07
0
43.2
8
276.65 36.33
43.2
939
1.17%
0.65%
Prof : 1.61m
Fe : 35.02
T : 36.63
1117_b
.48
67
938
4.79
27
277.61 36.34
68
Garons
4
135.03 34.56
27
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36
43.4
1.18%
1
43.4
278.60 36.36
35
937
2.04 1.591.50 2.18
936
36.4 8
2765
1.17%
35
280.34 36.10
.3 0
3
33
06
.4 280.64 36.38
34
36
27 16
66
27
4
.73
1.99%
2764
5.81
15
4.
7 1.06%
35
27
3.70
0.78%
. 76
35.6 3 3 27
14
3
35
6.84
.5
282.23 36.40
5
02
27
34
4.7
2
.2
6
27
03
36.3 0
4
383
2
1.03%
Prof : 0.97m
Fe : 35.50
T : 36.47
2075_b'
12
35 .64
2746
27
35 .7
7
5.
. 5 44.7
2762
2
13
0 34.7
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337 .
2708
27
35.5 5 .5 0
3
274
5
283.73 36.41
1
0
04
9
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271
270
284.03 36.18
27
35.50
270
10
27
7 07
27
05
06
.8
8
2763 2747
35
27
27
Fe : 32.93
250
PEHD
EU PRO PR PRISON/RACCO_
3
35.70 35
4
1.15%
2744
2
27
36.3 2 35.6 0 36.0
0
3.08% 4.01%
01
2743
27 17
36.38 2750 2748
36.16
6.67
20
35 .6
27 60
2759
36.2 3 .654.9
27 22
3.72
27
35
18
36. 02 353
27
3456
21
27 61 2749
3455
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36.0 285.91 36.44
35.6 0
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36. 02
Limi
25
36 .09
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27
2756
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36. 05
35.5 .65
27
27 51
41
1.01%
58
36.002
23
36
5
27
27
36.06
275
27
35.9 0
24
375
2754 27
3458
27533457 27
36 .35 36
27
2752
35 .9
7
.00 08
26
9
34.09m
3636.
141.87 34.61
27
35.5 287.35 36.45
36 .27
35 .5
36.2 4 36. 16 34 51
7
35.6 287.76 36.29
1.33%
36. 09
27
42
0.99%
63
36.2 4
57
34
27
1.89
3454
36 .06
52
36. 22 34
50
2.44
34
36
38
288.75 36.47
36
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36. 08
1.13%
3453
49
7
3 6.
34
36.22 35 .94
2.25
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34 61
2074_a
5
3466
36.23
35 .6
3465 3459
35.8 9
36 3460
2
3462 35 10
290.19 36.39 143.76m 1.70m 32.93 34.64 143.76 34.64
te D
. 26 35.9 346
4
34.7 7 3
52 7
35
09
35 14
34.7 3354.24 35
08 35
291.00 36.49
34. 76 .8 12
35
0.55%
35 06
13
0
35.4 35.4
1
0.97%
4.35
35 16
35 05
35
6 11
35 07
34.81 35.2 292.37 36.50
35 15
34.72
34.73
4 .7 3
3
0.95%
34.77
293.75 36.52
35.8 6
4 9
1.11%
35.5 4
269
35.8
35 04
2.27
2
oma
294.55 36.41
8
269
35.7
03
2697
6
35
34.7
2696
34.73
3502
40
296.01 36.54
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27
48
8
35.5
34
5
4
0.93%
0.42%
36
43.3
35 .7
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5.88
36
35
43.4
3
34
297.39 36.56
3 6 .4
9
940
273
1.09%
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2.25
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273
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36.1
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3
43.6
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43.6
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34.7 1
943
1
36.1 299.63 36.58
350 7
343
942
0.91% 300.43 36.44
90
301.02 36.59
0.89%
34
0.81%
348
9
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302.47 36.61
4.91
34
34
6
344
5
36.2
2.15
. 86
7
36.2 343
8 349
1
9 1.06%
34.8
énite
36
0.87% 304.62 36.63 1117_b
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4
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32
34.7
27
9
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35.7 305.34m 1.61m 35.02 36.63 305.34 36.63 305.34 36.48
34
0
350
34
0.99%
36
36
33
35
306.11 36.64 306.12 36.42
27
31
27
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2.19 2.30 2.33
-55.11%
88
34
5
1.16%
344
4 349
2 87
36.2 0 34
1
3
343
9
34.9
35.0
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6
35.0 307.50 35.66
36.2 2.20% 308.31 36.67
9
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0
308.50 35.68
37.1
36 .39
34 .9
1.14%1.12%
-4.40%
3
37
5
343
348
309.02 35.66
4
3
ncia
27
27 30
8
36.31
4
31.99%
344
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8
43
36.2
34
36
310.29 36.07
3442
1
36.340
2.06% 310.60 36.69
4
1
311.04 36.08
34
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34
36.2
6
41
8
36 37
32
36 .2
3
36.4
34
2.24 1.69
349
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35
27
3 9
7.93%
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36.10
2695 2693
4
3 7 .3
2
269
269
26 90
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36
312.93 36.72
29
36
6
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27
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36.14 2728 26
313.28 36.26
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4
348 91
ire
36.48
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313.42 36.34
3
369
31
56
34
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3494
0 Gr
1 3 7.
7
34.9
273
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3
37.5 6.53
0 PE
5 0 3
343
0
3 6 .6 36.6
36 90
315.11 36.26
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5
3
342
342
4
36 36
36. 5
342
87 89 89
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1.2%
26
3686
36 8
36.2 0
36 91
nte
36.2 7
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36.3
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36
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88
2
43.5
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342
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369
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36 .6
6.6
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36.5 36.6
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43.6
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342
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947
37.4
67.4
946
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1.47%
37.4
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0
342
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7.47
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0.97%
6
43.7
342
5
12.74
34.9
43.7
4 3685
. 77 m
9m
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37.4 9
36
3
36 .4
348
8m
34 19
945
6
342
7
944
37.4
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Fo 5
1
342
36. 6
2
342
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1 .0 %
3 36 2
36.3
98
36
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36
88
26
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36.6 1
8
341
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37.4 322.58 36.37
42/4
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36
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8.58%
26
6 3
56
37.4
34.97
34.9 6
323.72 36.47
7
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341
5
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36
36
36
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3683
36
2658
2659
35 .98
55
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2666
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36 .3
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36.002663
341
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36.5 .7 Ø600.95
Fil d
36 34
325.67 36.84
3.51%
60
2654
26
1.11%
5.81
2687
86
2.32
2664
2662
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36.6 5
35.58
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é
37.37
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36.5
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n
36.5
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0
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7
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369
2
26
35.9
265
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330.44 36.77
265
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2.29 1.76 1.54 2.16
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5
268
8.63
4
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332.72 36.67
1
36.9
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78
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334.48 36.38
35.26
36.7 1
35 .28
4
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36.80
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3 6 .9
4
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37
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2645
36
7
43 .6
0
2644
2
2
268
43 .7
36.7
336.02 36.31
2683
36.2
2684
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948
336.61 36.96
949
3
2
264
2
264
3 6 .8
36
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9.69%
3
54
37
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39
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43.9
41
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4
36
26
43.9
40
26
67.56m
338.18 36.52
950
9
951
36.8
1
338.57 36.58
37.0
7
9
7
3.56% 1.50%
36.8
36.4
36.8
2.74
3
1.07%
370
4
370
7.51
2 05
9
1
370 37
374
36.8 370
6
341.31 36.68
2.78
344.13 37.04 344.09 36.72
Prof : 1.50m
Fe : 35.83
T : 37.34
1117_a
52 0
37
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36
0.93%
4.44
9
370
38 1
37
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4
36
07
4 37 08
36.9
55 37
37
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36
9
3
348.53 36.76
37.0
36.9
0.69%
349.59 36.77
1.54
0.31% 349.61 36.78
1.00%
14.52
351.15 36.78
8
0.50%
37.0
351.81 36.79
4
1
Prof : 0.95m
Fe : 36.27
T : 37.22
2073_a
0
-3.20%
35.4
35.4
9
36.9
267
4
2.93
37.1
6
4
1
263
36.8
268
0
268
1
0
5
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36.9
51 77
37
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6.2
4
36
5
263
3 6 .9
36
6
263
3 7
8
263
354.74 36.69
263
9
263
Prof : 1.39m
Fe : 35.96
T : 37.35
EU PRO_GRAV_ ZAE 7
3.44%
4.29
4.1 1
3
44.1
4
9
3
37
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95
37
Prof : 1.00m
Fe : 36.33
T : 37.33
AEP PRO DIS_n24
36
2
95
8
0
37.0
358.64 37.19
37.2
.6 7
359.03 36.84
8
4
3 7 .0
4 12 37 10
37.0
56 37
36
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2.03
37
36
2
374
2.30%
1
371
37 14
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13
37
37 1.21%
361.71 36.89
1.09%
8.38
0
1 .0
50 7
37
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36
35
0
.
L2C
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08
5
16
0.45%
10.16
8
97
X=
36 8 62
6.8 367.02 37.28
0
37
Y=
372
3
6
1
37.1
37.1
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371
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3 37
1
7
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3 7 .0
37
36
3 5 .5
9
4
8
37
267
1
37.0
37.2
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1 37 15
35
7
267
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6
1.04%
3
267
263
37 17
5.88
37 16
7
36.3 1
37
0
36.3
37.0
2
7.09
263
Fe : 35.83
250
Fonte
AEP PRO BASTIDE-
0
4
1
263
263
9
262
3 6 .6
3262
8
6
371.87 36.94
379
92 3
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3.01%
37
36 3 1117_a
7
37.2
372.90m 1.50m 35.83 37.34 372.90 37.34 372.90 36.97
91
37
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36
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37
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Mensura Mensura
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