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01240905-131-AVP-PG-1-005-B.pdf · 2 689 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-1-005-B
Ind.
B
A
Opération Raccordement Prison / ZAE Nîmes sud- Générac
K.TEYSSEDRE
K.TEYSSEDRE
Etabli par:
DT 01/04/2026
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 5
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
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 EU
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:
1/250
24
.29 24
.35
Pentes terrain
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-
Terrain
Plan Comp : 17.0
Echelle Z : 1/250
Echelle X : 1/250
Axe : Profil 1168_a vid - AEP PRO_PEP_
Réseau : AEP PRO BASTIDE-
Pentes terrain
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_
Terrain
Plan Comp : 17.0
Echelle Z : 1/250
Echelle X : 1/250
Axe : Profil 2124_a - R134
Réseau : EU PRO PR PRISON/RACCO_
4
.3
22 24 42
24
.87 .29 24
.26
.33 43
24
24
.29
.27
44
24
5.0m
3
.2
45
24
24
Prof : 1.23m
Fe : 22.91
T : 24.14
2126_a
.21
Prof : 1.57m
Fe : 22.57
T : 24.14
1170_a
24
.16
24 24
.16 .15
22 24
.85
10.0m 15.0m 20.0m
23 .35
.99 2
3.8
6
D
Z
D
Z
24
.16
24
Fo 5
.24
41
24
23.75
40
.28
22.84
38
39
23.01
24.07
.11
24
X
.14
24
.1 2
24
Ø
4
.06
36
24
2
Ø250
23
2
.97
/4
5
35
0
5
9
2 2
.0
24 4.10 4.19
Fonte
37
+
24
.05 24
PEHD
.26
Fil dé
24 24 24
24 .03 .12 .09
.05
13.36
24
tectio
.02
13.2
m
Prof : 1.50m
Fe : 22.53
T : 24.03
2125_a
1
n
24
m
.09 24
.17
23 2 23
.924.0 .94
2 24
.00 23
.95
22
.89
Prof : 1.60m
Fe : 22.41
T : 24.01
1169_a
Ø250 PEHD 5.91m
23.92
22.95
Ø250 Fonte 6.22m
24
.06
23 23.96 21 23.53
.86 23
22
23 23
23 .59 .69
24.05
.92
32
24.07
.90 19
31
23.14 23
22.82
23.29
23.29
26 22 24
Ø600 .7
24 239 22
Ø400
27
28
23
25
Ø400
22 .16 .05 .10 18
.79 22
2 23.03 .86
.86 23 3.98 17
.99
20
23
.00
24.00 .81 25
29
.32
30
24
34
33
22.98
23.83
23.94
16
Prof : 1.50m
Fe : 22.47
T : 23.97
2124_a
22.73
23.78 .01
51
2 23
22 2.87 .97 Y=
87
.97 24
24 .05 62
6
2
.8
24 4.05 99
80
23 .04 15
23
.00 .02 22
X=
23 5.0
.97 0
Prof : 1.60m
Fe : 22.37
T : 23.97
1168_a vid
.00
23
22 .96
51
.70
87
80
24
.00
X=
Serres Municipales
24
29 .04
.19
24
.07
9
.0
8
10
24
9
24.13
24.13
11
12
14
23.78
23.95
22.87
13
22.82
22 24
.78 .07
Ø250 PEHD 42.56m
23
Ø250 Fonte 42.34m
.89 24 24
.11 .12
21
.02
24.27
L2T24.23
24.18
24.03
22.92
22.97
24 1
.20 24
.21
2
3
24
4
7
6
.23
5
Fo 5 X 42/45 + Fil détection
24
.27
Fe : 22.47
250
PEHD
EU PRO PR PRISON/RACCO_
24 24
.32 .27 24
.12
24
.21 S
e
rr
Fe : 22.37
250
Fonte
AEP PRO BASTIDE-
2124_a
29
e 0.00m 1.50m 22.47 23.97 0.00 23.97
.66
1168_a vid
0.00m 1.60m 22.37 23.97 0.00 23.97
0.93%
6.16
Prof : 1.39m
Fe : 22.96
T : 24.35
EU PRO_PEP_N1
0.93%
4.27
23
.00
24
.37
Prof : 1.37m
Fe : 22.97
T : 24.35
AEP PRO_PEP_N1
6.16 24.03
4.27 24.01
24
.35
1.54%
24
3.87
24 .23
.34
1.55%
24
5.68
24 .23
.34
23
.05
24 8.04% 10.02 24.09
.34 10.53 24.13
-0.87%
23 24
2.00
.05 .33
24
.36 8.05% 9.95 24.10
12.53 24.11 10.31 24.13
24
.21
-0.87%
24
3.33
.28 24 24
.30 .28
-1.25%
24
.16
6.22
23
Ø2
.07 13.64 24.10
Ø2
50
50
PE
-1.25%
4.62
Fo
HD
24
nte
.24 24 2 24
24
.31
.25 4.28 .22 18.75 24.03
2.29%
1.1
1.98
21
%
.73
24
18.27 24.04
42.56m
.42
24 20.73 24.08
m
.28
2.30%
3.16
4.26%
24
3.29
.21
42.34m
1.4%
21.43 24.12
24 24.02 24.22
4.26%
24 .30
2.30
Prof : 1.21m
Fe : 23.19
T : 24.39
AEP PRO_PEP_N2
24 .38 24.18 24.24
0.18%
.37
2.05
26.23 24.25 23.72 24.21
24 23.99 24.25
.35
0.19%
3.20
Prof : 1.18m
Fe : 23.20
T : 24.39
EU PRO_PEP_N2
0.58%
3.89
24 24
.40 .36
Fo 5 X
27.19 24.26
0.58%
24
30.12 24.27
2.16
.39
1.91%
30.91 24.29
23
29.34 24.27
4
.54 24
1.1%
.28
1.37
2/45 +
24
.42 1.92%
30.72 24.30
0.94%
5.78
Fil
0.95%
3.81
détectio
36.68 24.34 34.53 24.33
n
E .D
.37 ( vu .F
24 EDF
24 e n . M.T
0.12%
.18
19 .
5.87
81
0.12%
)
7.81
24 24 24
.44 .44 .42
24 EU PRO_PEP_N1
.48 42.56m 1.39m 22.96 24.35 42.56 24.35
1.37
-0.70%
24 43.92 24.34 AEP PRO_PEP_N1
.44
0.38% 42.34m 1.37m 22.97 24.35 42.34 24.34
42.74 24.35
-0.70%
-0.69%
23
1.95
4.19
.29
24
24 .47
24 .42 44.69 24.33
.41 24
.40 -0.69%
24
.41 45.45 24.33
24 48.12 24.31
.40 -0.34%
-0.34%
48.74 24.31
2.91
24 -0.12%
.38 24 49.42 24.31
24 24
.43 24 -0.03%
30
.34 .40 .40 .46
0.09% 50.03 24.31
23 50.62 24.31 48.36 24.32
2.34 24 0.21% 48.86 24.32
.3
90 .43 24
0.33% 51.22 24.31 -0.12%
.76
51.78 24.31 49.34 24.32
24
.40
24
.36 0.46% -0.02% 50.03 24.32
52.38 24.31 0.09%
21.70m
0.60% 52.99 24.32 50.70 24.32
24
.49 24 0.73% 53.51 24.32 0.21%
.46
0.80% 0.34% 51.36 24.32
54.14 24.32 51.84 24.32
2 0.85% 0.47% 52.51 24.33
24 4.42
21.82m
24
.46 54.78 24.33
1.0%
.43
24 0.32%
55.39 24.33 0.60% 53.18 24.33
23 24 .50 0.41% 0.73%
.60 .50 56.03 24.33
0.45% 0.80% 53.88 24.33
56.40 24.33 54.59 24.34
0.85%
0.99%
2.72
-0.01%
0.33% 55.34 24.34
24 0.41%
.48 0.06% 56.01 24.34
24 0.46%
56.71 24.34
Absence d'information sur réseau Pépinière
2
2 4.5
.5
24 0
59.12 24.36
24 4.86 7 .55 59.67 24.36
0.99%
.92
1.19
59.75 24.36
3.29
23 0.82%
.96
24
.58
24
.34 60.93 24.37
23
24
.41 61.03 24.37
.44
0.27%
60.01 24.38
3.23
24 60.50 24.38
.52
EU PRO_PEP_N2
0.36%
3.67
64.26m 1.18m 23.20 24.39 64.26 24.39
24
.57 0.06%
65.06 24.39
65.59 24.39
66.09 24.40 AEP PRO_PEP_N2
66.66 24.40 0.49% 64.17m 1.21m 23.19 24.39 64.17 24.39
64.76 24.39
67.29 24.41 65.27 24.40
67.50 24.41 65.77 24.40
66.36 24.41
66.51 24.41
25
.01
0.00%
0.00%
24
8.27
5.83
.93 24
.63
24
.68
72.34 24.41
28
.75
24 75.77 24.42
.53
0.40%
2.66
24 2 24
.47 4.04 .35
0.41%
23
7.44
.55
78.43 24.43
0.52%
7.21
79.78 24.44
0.52%
4.78
25 85.64 24.46
.07
24
.99
84.56 24.47
0.52%
4.57
24
.76
Ø250 PE
90.21 24.49
Fo 5 X 42/4
0.52%
8.85
Ø250 Font
HD 131.30m
5 + Fil détect
0.44%
10.09
23
.73 24
e 135.93m
24 .5 93.41 24.51
.20 4
ion
24
.80
0.44%
24
.73
7.05
25
.20
25
.13
100.30 24.53
-1.57%
101.11 24.52
250 Fonte
-0.04%
250 PEHD
102.04 24.52
0.95% 100.46 24.54
102.92 24.53
1.43 1.64 1.58
0.86% 103.43 24.53 -1.57%
101.89 24.52
25 23
.20 25 .80
.14 -0.04%
103.53 24.52
24
.27 0.94%
24
.84 24 24
105.11 24.53
24 .32 .6 0.85%
.84 6 106.01 24.54
25
24 .13
24 .87
.92
23
.90
28
.99
24
.77 24. 24.
38 72
25
.31
25 25
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2 .05
25 5.09
25 .16
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23
23 .97
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.94
25 27
.28 25 .22
.2 25
268 .53
.22
Té de visite étanche
Limite presta canalisation avant forage dirigé
27
.06 24
.94 24
24 .85
24 .49
27 .83
.42
25
.20
131.39m
25
0.8%
.11
25
25 .39
.46
25
.16
25 2
.09 25 5.06
25 .08
136.05m
.23 25
0.8%
26 .10
25 .70
.10
25
.12
3
25 25 25
.42 24 .12 .04
25 .04
.40
Attention donn
25
Prof : 1.05m
Fe : 24.31
T : 25.36
2166_a
.16
24
.95
0.89%
76.41
24 24.9
.67 9
ée de
0.89%
71.36
branchement
24
27 2 .09
.93 5.51
25
.41
25
.33
AEP voir si ré
25
.14
25
.24
27 24
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25
.27
el
24
27 .28
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25
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25 2 .16
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25
Ø250 PEHD 10
25 .31
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25
.25
24
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Fo
25 25 Fo
.50 .59 5.8 Fo
5m Fo
25 Fo
.33m
28 25 .50 Fo
.15 .58 Fo
25
Prof : 1.33m
Fe : 24.28
T : 25.60
AEP PRO_PEP_N3 vent
.55 Fo 2
Fo 25 5.91 25
.53
25 25 Fo
.50
.80
L2T
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25
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5.9
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26
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EXI. GAZ
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Fo .81 6 % EXI. GAZ
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Fo érien 26 EXI. GAZ
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Tel A 26 177.37 25.17
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6.01 EXI. GAZ
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X
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CANAU
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49
EXI. GAZ
ien ex >
24
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EXI. GAZ
%
70
IEN CH
26 .3
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1.23%
Tel A
1.23%
EXI. GAZ Ø2
EP
> < NC
4.39
EXI. GAZ
3.95
D135 A
ex
EXI. GAZ
6.03 50 26
érien 26 EXI. GAZ
PE .28
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EXI. GAZ
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EP
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EXI. GAZ
26 26.31
Tel A
EXI. GAZ 2.0
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EXI. GAZ
EXI. GAZ
EXI. GAZ
6.09m 26
% .33 26 10 29
EXI. GAZ
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90
26 .2
EXI. GAZ
183.78 25.26
33
EP
EXI. FT
10 52
26 .2
56 EXI. GAZ
EXI. GAZ
0P .32
26 EXI. FT
EXI. FT
181.76 25.23
60
26 EXI. GAZ
EH .27 EXI. FT
.32 EXI. GAZ
26
EP
EXI. GAZ EXI. FT
EXI. GAZ 6.17m D2 26 .22 EXI. FT
EXI. GAZ
EXI. GAZ .0% .29 EXI. FT
EXI. FT
26 26 EXI. FT
EP
Ø25 26 .26 EXI. FT.19 EXI. FT
6.17m 0P .23 EXI. FT
EXI. FT
EP
EXI. FT
Ø800
0.81%
EHD EXI. FT
6.83
26 26 EXI. FT
.37 EXI. FT
0.81%
.39
EP
8
2.0% EXI. FT
7.63
26 EXI. FT
Ø250 .36 EXI. FT
EXI. FT
EP
EXI. FT
PEH EXI. FT
EXI. FT
26
D 2.0 EXI. FT .44
EP
26 26 EXI. FT
EXI. FT
% Ø .21 .10 EXI. FT
250 P 26 EXI. FT 25
.37
EP
26 EXI. FT
.33
EHD 26 .28 EXI. FT
EXI. FT
2.0% .41 EXI. FT
190.61 25.32
EP
EXI. FT
Ø250 26 10 28 EXI. FT
EXI. FT
PEHD .27 26 .1 EXI. FT
90
50
EP
EXI. FT
2.0% EXI. FT
EXI. FT
26
.52 189.39 25.29
70 2
EXI. FT
Ø250 26 EXI. FT
EP
1041
.38 EXI. FT
0.94%
26
26 .3
28
26 EXI. FT
5.04
.42 6.2 10 33
.13
EXI. FT
EXI. FT
EP
6 10 34
26 .2
26 .2
12 EXI. FT
25
10 32
10 35
26
16
EXI. FT
EXI. FT
.27
10 36 .1 46 EXI. FT
EP
26 .1
52 10 37 26 .0 EXI. FT
2
26.0
31
95
EXI. FT 26
.73
Fe 5.88
EXI. FT
0.94%
50
10 38
25 EXI. FT
EP
7.33
26 .1
26
10 39
26 .1 = 24
19
EXI. FT
EXI. FT
.92 10 26
2166_a
93
.36 EXI. FT
.74
10 25
2510.927
24 25 28
EXI. FT
24 .7 30.571
26 195.65m 1.05m 24.31 25.36 195.65 25.36
101040
24
EXI. FT
EXI. FT
.74 .66
1.47
26
26.2.1
26 26 01
81
EXI. FT
24 2
.30 .28
EXI. FT
EXI. FT
EXI. FT
.94 4.91 0.86%
.00
EXI. FT
26
.30 EXI. FT
EXI. FT 25
.02
26
.81 197.12 25.38
71
EXI. FT
EXI. FT
26
6.57%
EXI. FT
Y=
88
.84
2.97
EXI. FT
EXI. FT 26 62
EXI. FT
.86 99
80
EXI. FT
EXI. FT
02 196.72 25.36
X=
EXI. FT
5.0
Fe : 24.28
315
PEHD
AEP FORAGE DIRIGE
EXI. FT
0
6.58%
200.09 25.57
10.33m
3.49
4.6%
25
.29 26
.79
14.31%
AEP PRO_PEP_N3 vent
4.71
26
200.22m 1.33m 24.28 25.60 200.22 25.60
.93
Fe : 24.78
250
PEHD
EU FORAGE DIRIGE
26
.82
204.79 26.24
-78.47% 204.95 26.23
R134
205.98m 0.83m 24.79 25.62 205.98 25.62
Mensura Mensura
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