Pièce
01240905-131-AVP-PG-1-013-B.pdf · 5 432 mots · du marché « Travaux de renouvellement, renforcement et extension des réseaux d'eau potable et d'assainissement, incluant pose de… », dossier de consultation officiel.
35
36.39
. 37
35.03
36.48
63
35.11
29
35.87
35
35.12
35
36.55 35.14
.0 8
29 68
.51
36.20 36.01 35.83 36.50
35.41
35.42 34.81
.22
35.90
30 9
35.84 35.20
35
35.83
.75
35.27 36.28
31 3
35
30 95
33
36.62 310
10.0m 15.0m 20.0m 5.0m
. 82
.09
29
35.93 35.52
67
35.91 35.43 34.87 34.84 34.63 35 35.29
33
30 74
31 2
.16 34.90
30 96
36.02 29 76 65
Réseau AEP
29
35.19 35.74 35.47
30 73 30 20
36.52 35.98 36.06 35.42 35.43 34.93 35.51
36.15 35.91 35.39 30 24
35.05
34.61 38 3
35.07 38 2
35.30 .26
35.35 35.08
30 19
35.06 35
.09
3094 29 93
38 4
35.75 35.44 35.08
38 1
29 95
35.7 35.33 36.76
6 35.66 25
73
34.74
30 75
35.55
35.95 35 29
35
21
29
88
30 34.84 .48
29
30
.30 35.4
30 97
35.72 23 30 18
35.72 2
35.43 29 90 35
35.02
35.75 35.88 35.44 29 98
35.09
GAZ (GRDF/Natran)
35.41
29 94
96
36.33
30 72
35.27 29
35.70
30 93 . 01
35.06
35.50 335
5.2 29 66
35
5
31 1
35.76 35.08 30 76 .2 6 35
38
29 91
35.48 35.02 .02
30 92 0
1
36.05 35.22 29 74
35.19
35.49
30 98 30 29 75 35.14
35.25
22
36.08
33
35.06
.9
30 77
35.03 29 97 35.17
35.03
29 89 29 77
35 3535.23
7
29
.1 35.26 35.13
6
.17 35.12 34.72 29 31
30 99
8
9 35.08 29
34
38
35.30 34.92 30 71
92
.8 2
38
34 35.01
29
48
35.14
0
35.23 34.84
Orange Pleine terre
29 49
.79
35.85 35.03 34.76 35.20
38 6
34.98 34.89
29 50
22
35.22 30 91
35.31 30 70 30 25 Ø300 29 51 35.60 29
34.80 34.66
33
.9 4
36.41 34.94 35.55 29 26
30 13
5
34.30 30 12 35.00
312 6
34.89
30 26
34.74 29 27
34.1 5
.82
7
0 3100 30 78 29 28
35.21 35.71 35.71 34.81 34 34.82
.7 8
30 15
35.4
34
29
35.71 35.66 34.67 34.19 30 14 4
292 9
28 1
34.25
36.0 29 72
29 30
16 35.58 .80
DT 01/04/2026
35.24 35.56 Ø3
34
2978
35.70 35.60
34.58 .57 30 2984
34.99
34.62 34.74 34.75 34.55
34
France Telecom
29
30 69
36.12 35.44 34 00
42 3 37 29 85
38
30 27 34.22
2
9 34.74
2 29 79
.20 34.01 34.05 34.13
29 47
412 34.13
35.29 35.57 35.40 29 83 29 71
35.26 35.64 29
34.1 5
42 2 35.33 82
29 32
35.9 35.72 . 72 30 17
334
29 31 25 42 4
36.08 3 34.95 34
31 35.81
34.50 35.21
33.8
413 34 224
35.43
35.60 34.19 29 23
29 45
34.15
43
42 1
35.72 411
3 42 5
.83
82 35.21 5.14 34.78 34
33.8
3
5.71
335.
4. 2. 6
41
29
38 8 34.70 29 35 22 5
29 37
29 80
30
29
29 24
Fibre optique
29 42
35.58
29 44
42 6
. 78
29 69 35.00
33
29
410
35.34
35.36 29 29 40
36.0376.2 4 40 0 29 70
36
35.74 81 34.68
29 46
a
36.45
.309
312
35.81 40 9
35.27 35.18 38 9
9 34.54 34.60
34.29 29 39
29 34
29 33
34.67 34.80 219
34.81
Eu Gravitaire
34.27
30
7 35.85
312
3
35.82 35.35 35.08 401 34.7 34.53
3.384
31 .7 3355.4 34.
34.59 334.3642
31 28
34.80
.8 4
35.13 37
34.52
36 35.32 35.78 35.39 35.08 39 9
8
Réseau Inconnu
Ø403.82 .5654 34.58
34.56 0
312 7
35.3435.3 39 8
4
36.2
36.18
2 34.79 39 0
312
Prof : 1.34m
37 6
8
35.94
8 22 6 218
34.81 34.62 36 9
42 0 34.62 37 5
Eu refoulement
35.8355.8
3 34.68 34.60 34.50
Fe : 33.40
37 7 36 8
35.80 35.77 5.68 414 34.62 22 3
Réseau électrique BT
42 7
43 5 36 734.69
35.36
35.98 4 90 35.67
35.56
40 8
34.63 27 9 34.62 217
Route de Géné T : 34.74
43 4 35. 28 0
35.88 35.9 35 .80
rac 34.70
Distribution AEP
40 2
35.41 35.43 35.45 35.21 34.69 22 2 34.56
216
35.91 3 35.17 34.72 22 1
34.64 22 0
2167_a Réseau électrique HT/RTE
36.1536.12
36.39 36.02 35.71 35.9 35.26 39 7
34.58
34.65 34.62
39 1
35.82 35.87 35.77
Adduction AEP
419
34.86
réseaux posés sur plateforme voirie livrée. Prof : 1.00m
35.90 35.93
Prof : 1.00m
35.80 35.85 35.74 418
34.71 37 4
Réseau EP
42 8 35.59
35.8242 9 417 415 36 6
Route de Générac
35.70 34.68
Fe : 33.87 Fe : 33.64
35.71 40 7 35.40
416
35.58 35.39 40 6 34.74
35.63
43 0 27 8
43 3 35.79
4 35.50
34.82
T : 34.64
40 3
35.09 215
89 T : 34.87
34.74 22 7
Ø250 PEHD 49.88m
.03 36.0 40 5
35.36
35.64 35.37
30 90 34.78
39 6
36
31
31
35.79 30 79
35.57 35.02
40 4 34.65
Ø250 Fonte 66.08m
39 5 34.70
3101
35.20
35.80
1119_a
35.14 34.62
1118_a
39 2
34.66
EXISTANTS
36.38 30 68 35.35 34.74 39 4 34.71
Route de Générac
30 89 34.61
37 3
PROJETES
33.78
31
32 4 30 80 35.17 3011 39 3
RESEAUX
.7 34.66 37 2 34.68
36 5
36.14 36 4 3102 35.20
30 88 35.06 36 4
.10 37 1
34.60 27 7 34.71
F
3103
.28 30 81 30 07
35.92 36.00 35.9 35.85
o
35.31 35.03 30 67
5
30 62
X
36 35.22 27 6
34.70
Ø250 PEHD 81.97m
33
4
31 43 2 34.69 30 06 29 99 37 0 34.70 34.68 34.66 214
8 34.84
30 66 34.76
34.68 34.61 L2C. 23 0
2/45 + F
43 6
30 61 34.60 213
34 7
8 35.8
43 1 34.53 18
27 5 34.71 22 8
34.66
Fo 5 X 42/45 + Fil détection
09 28
Limite domaine pénitenciaire
31
2983 20
30 29
il détecti
34.89
Limite presta canalisation/ ouvrage PR Prison
34.88 300 8 30 05 34.53
.5 34.67 34.62
34.73 Ø33.8
on
31
35
35 34.80 34.56 400 8 34.70 29 19
27 3
34.69 212
8
36.39 36.12 35.98 .07 4 34.62 30 00
34.58 29
21 27 4 34.71 22 9
34.67 34.56
36 31 10 30 04 29 84
2817 28 82
1 .65
Prof : 1.17m
36.03 312 35.8
28
30 01
.63
34.18
28 7980
3.8 9
28 76
28 78
07 30 87 29 85
2816 34
36 36.46 31 34.00 34.02
28 74
28 75
31 30 82 4 28 1 34.46 211
.08 11 1 28 28 81 27 5 23
34
31 34.20 90 23 5 34.53
0 26
8
312 .5 36.47 .9 3
34.00 33.9 28 69 34.69
Fe : 34.30
36.46 30 86
.943 3.8
36 34 7
68 23 6 2
4
4.01 34
7 0 36.28 10 28 33.89 7 23
9 .44 36 3059 30 34 300 3 34.63 23 23 3
34.61 34.58
31 0
30 56 30
28 77
36.30 30 65
43
35.93 34 . 99 .7 34.6
5.4 55 4
30 83
.70
3119
3
35 2886 264
28 28
28 92
33 3
36.50
.64
0
28 91
.0
30 30 6 210
3
8 30 58 30 33 26 34.72
89
67
6.0 9 30 64
.03 87
34.68 26
34.0
43 0.20 54
34
9 36.29 30 60 35.08
12
36.12
28
28
3108
36.11 35.95 35.90
T : 35.47
36.17 26 2
31
71
Ø250
20 9
35.2 34.6
.2 30 85 30 36 28 28 72
34.95 1 33.94
34
28 28
34
6 35
28 88
36.013 36.0 3 35.7 35.28 34.62 34 33.95
Cadastre
30 29
30 84 35.78 .62 .64
34.0
.6
29
36 30 53 7
28 70
.58
28 73
4.7 30 02
23 7
3118
28
13.23 34.22
34.6 7
1 34 263 34.15
5
3116 35.96 6 34.62
15
30 57
35.1 35.47
36.56
7 5
2074_b.
35.78 30 63
29
7
9
34.6
24
34.62
31
10.63 . 17
28 25
94
05
238
36.37 35.23 26
7
3113
2
.0
7 1
28
35.39 34.2
.70
34 34.15
3
35.8 35.56 35.26 3 20 8
6
9
Talus
31 14 28 23
28 93
30 40
36
.66
35.49 26
314
4.1
31 06
34
7
24 0
30 37
24 6
1
36.64
.9
.7
4.
34
36
28 66
25 9
24
31 23
25
09 3 27 0 7 9 34.59
8
28 65
.1 7
.1 3 83 .18
22
24
30
35
0.20
36.37 30 28 .6
44
5.2 5
28
35
PEHD
34
34
28
34.6
35.95 34.67
Prof : 1.70m
26 0
03
2.00
35
. 72 S=132 So us -so
.1
.2 35.29 34
27
36 l
1
0.20 30 38
.58 m²
25 7
36 .39 35.2 5
34.79
0.80
4
35.89 .6 36.01 1
24 7
32 44 32 41
35.13
36.70 34.61
26 8
43 9 6
3
7
3 25 0
34.19
.1 7
Fe : 32.93
31 17 25 1
5
34.2 9
.09
2
30 41
36.13
34.20 6
36.6 32 28
36 43
17
25 4
32
25 5
27
35.2
.2
.0 1
0.20
24 2
36
28
44 2 30 28 16 25 6
25 3
34.02
24 9
.7 34
35.41
34.58
5
36 45
Ø
24 8
7
30 39 36.29
33.49 35.92 1.7527 35.1 9
34 34.7
36.13 35.89 35
T : 34.64
32 42
30 42
25 2
Ø2 00
36
.27
34.78 24 3
18.09
8
35.78
.62
26 9
25
23
31 15 .39 0.29
34 35.42 36.27 .35 281 5
.
34.78
36.00 45
36.35 1.0287 0.76
.1
35
.10
32 36
0
.65 6 Ø2 00
.8 30
.99
35
46
.81
4
36.18 36 .6 4 36 6
35
m
29 2
35
.06
2074_a
96
36 30
24
2 1
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30 50
35
28
3
34
31 4 36 30 43
35.4
50
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95
30
33
. 26
3
0
35.76
28
34
44
0.60
0
7
28
Mur
46
36.45.97 36 .03
Fo
Pierres
32 32
5.
36.05 30
3
34.87
1 .8 2 29 30 4
28 64
36 34 47
35 35.57
2
Y=62 44
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32 66
35.82
nt
63
.
30
3
9728
28
28
33
5
51
35 35.82 92 5%
34 36
6
49
e
2
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0 3 4.09
36.19
30
31
5.00 .87 30 32
35 34 .09
5 .29
28
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.0
31 4
35.4
36.11
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35 36 6 .60 36 .1 7
28
314 4 32 65
35.1
1
37
34
3
13
36
4
Ø2 00
0
.27
31 31
28 59
52
Ø2 00
.1 1
36
36.37
34
28 21
41
32
30
36.37
3
.89
30 49
12.87
14
3
Ø2 00
35
4
36.39 35.70 10.63
34
9
28
Fo
28 1
316
.6
38
.32
Limite presta canalisation/ ouvrage PR Prison
28 62
.4
28 18
28
3.62 28
31
35.34 4
34
60
35.84 36.43 35.84
61
Prof : 1.00m
35.96 .50
35.72 34
3 28
28
.67
48
5
20
31 4
35 35.3
34.
30
58
Ø2 00
36.08
35
.85
12.47
0.79
39 32 38 28
34
31
5m
35 52 .55 57
77
. 3
35
.
1
X
32
34
5
3
9.97
8.8
. 28
8171.0
30
33 36
35.95 36.06
Fe : 34.32
40
316
5%
31
34 .32
.30
.1 0
4
36
36
35.82
.86
3 5 .7 8
6 9.77
32 94
.19
31 4
5
.29
6
36
98
34
14
35 43
36 2
.67 28 36
42
5
3
6
36.37
28
36.03 3
285
35 8
29
34
28
31
28
.6
913
36 28 37
.73 34
T : 35.32
.8 55
91 4
0.73
.1
9
2.00
35.41 .1534
3
3 34
97
/4
35 .89
28 1
.0
28
.17
1
8
33
35.59 3434.22.26 54 91
33
31 50
6.6 .34
316
5
42 28
34
Pilliers
X=80
42.46
0
28
12.47
4 28 53
Prof : 1.00m Limite de Chaussée
36
34
316
33.52 36.21 35.82 5% 32 84
9
34 5
32
28
3
AEP PRO DIS_Pt de la0
33
31 4 52
.35
32 85
36.02 36 32 Ø2 00
4
28
+
1 40 42.28
9
Ø2 50
35 5.
2 . 3 34
0.74
91 2
28 40
.1 4
315
.3
48
35.80 6.30 4
9
.9
.1 2
3 20 34
28
42
36 35.27
5
.1 7
Fe : 34.23
28
Fi
3 6 .8 7 3
35.23 .90 02
.8
35.94 .1 34 2 28 51
28 28
.14
36.05 353.8 39 41
34
5 34.73 .12
34
36.11 28
8
36.40 735 .72
43
34
44
.83 35 28
0
ld
51
36.35
34
36.17
31 38
.26
34 34.1
T : 35.23
36 3
7
.36
.2 0
0.72
48
3 44
31 32
34 .14
ét
28 03
.17 39
33 28
42
36 6.2
42
PEHD
7 37 Ø
.90
.18
36
52 32 64
250
31 .2 33 5% 28
AEP PRO DIS_n26 vid
3
ec
28 44
.2 Ø2 50 04
8
28 31
Ø2 00
35
HD
47 3
35.91
05
36 33
31
35
35.32
34
0.74
39 .8
45
.20
28
336
0 Surverse
2
48
3.45
28
8 35.78
tio
à dim
30
32
0 PE
.3
34.19
5.0.
.15
28 99
en sionn 0. 3
49
n
35
36.10
36 33 9 32 67 er 9
Prof : 1.14m
3 40 33 35
Ø25
36.00 5
35 30 1
.8 .83
32 31
44 9
.2 47 0.20
Poteau EDF
32
36
34.18
0.60
.17
44 6
0 35.93 36 36 .4 36.50 35.73
36 .3
Fe : 34.63
Echelle
Entrée
4 crinoline
34
. 27
36
0
0
30
.3
0.80
.32
36.33 A
34
T : 35.77
0.20
5 36 2.50
9
32
Puisard
36.21
34
.2 av c
29
pompe
vide
32
0 40 0 x4
cave
32 95
37
00
36
2.90
35.4
37
32
2074_c
.3
36 6.2 1 6
.17
1
44 5
.53
8
.2
4
4
29 13
11
28 30
35.69
44
3 6. 37.33
29
5
28
3
.71
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3
44
2.50
35
28 06
35
2.90
0.20
29 00
.1 5
33 43 32 32 83
35 12
3
36
36.97 7
8
28
34.20
36 5
35.99 36.15 Future
ar
31
Fonte %
3
3
36.40 Vide ca
Prof : 1.04m
Ø300 gr rivée3 5.
24
34.21
ve
32
32 86
36.21
35.3
Ø250
avitaire
9
2.0
7
Prof : 0.40m
8
.6
315
0.20
.23
Dégri lle
m
ur
.27
35.19
7
6 3 vertical
Fe : 34.72 Bouche à clé
35
5
5
AEP
29
31 .7 32 63
34
28
.05
4
.2
35
29 1
36.20
6
Fe : 34.81
35
.28
36
36
0
36.98
11 27m Bouche de Gaz
A
T : 35.76
5 .3 35.77 35.13
315 .4 33
Vanne
1 32 34
34
34
36.16
47
murale
EU 11. T : 35.21
28
34.65
36
35
28
07
2074_d
8
.9
36.14
5
ès EHD
32
33 36.0
Gr
35
3
3
2073_b
8
5
3
35
. 8
32 93
33
.5
3 3
.4
2
34.61
00 60 P
1
6
33
6
3
6m
36 31
31
54
.52
35.93
Ø3 Ø1
10
31
Prof : 1.46m
35.17
36.21
28
8.6
36 5.9
67
32 96
36.93 37.21
35
31
2
53
.3 0
31
9 32 2808
te 1
.3
35.40
59
8
33 44 9
36.27 35 28 6
68
Fe : 33.90
35.71
31
27 99
36.1 .9
.9
.4 3
36
28 00
49
32 58 28 09
32 87
Prof : 1.49m
9
Fon
35.4
2
32
91 8
1
.4 9
36.41 32 68 4 35.15
36
Ø250
.3
42
91 7
35.4
T : 35.36 50
50
42
Plaques PTT
36.28
32
35.16
36
.23
34.36
Fe : 34.26
35.76
Ø2
7
.0 3 .03
36.21 29 0
69
6
36.41
31 3
EU PRO Ref_Pt de li0
37 37
Z PROJET 36.07
. 9. 99
.68
70
33 26
8
31
32
35.08
71
1
6
T : 35.76
60 32 82
31
.5
01
32
3355
347 1
35
35.42
Arbre
28
. 27
36.64
. 48
72
Y=62 35.94 36
72
9
36
31
36.19 36
34
.
3
Fonte
0
1
7285 .3 35.34
9
36
29 12
45
1117_f
42
.00 95
.3
3
1
.6
91 6
.0
.4 4
36 45
57
3 6 .3 2
36
36.99
36
32
. 28
42
91 5
36.26
36
35 42
28 7
32
36.10 62
33 49 33 45
36
0
1
32 97
m %
.7 35.90
10.70
35.12
.4
36.31 4
Prof : 0.91m
36.71 36.48
32 88 35.74
45 2
36
m
.57 0.9
Fe : 34.45 Prof : 1.12m Plaques Bloquées
35.24
35 20
32
36.97
5
21
29 01
6
pénitenciaire
35
36
16 5m
8271.0
36.18
.3
34.27
Fe : 34.80
35.61
29 11
.12
T : 35.37
.29
35
3
6
35.38
34 328
1
36 45
.9
.7 35.5
4
33
.2
2 0
27 97
36 0
3
45
9 7
27 98
T : 35.93
34.34
.8 3
HD 6.0
33
36.36 35
73
EU PRO_GRAV_ Pt de0
36
28
8
31
Ø25
X=80
33
.73 33 21
34
36.37 36 35 29
753
Arbustre
45 6
Limite Domaine
..7
35.84
AEP PRO DIS_n25
74
6. 3
36.68 .2 .7
PE 1
31
32
3
75
8 33 4
3
369
30
.2 0
31
36.13 30
35.85 32 80
3355
36.23
35
5.
29 02
33 48
3 5 . 35 4
34.28
32 98
G
60 EU
0 Fo
30
80
36.24 35.9
5
27 96
.36
34.38
34
35.59
27 95
n
76
70
3
31
35.55
36.73 36 35.90
. 36
5
Ø25
45 5
36
36
5
Prof : 0.55m
.2
30
i
Ø1 rès
00
2910
6
. 38
32 89
.11 35.31
nte
.7
34
Plaques Eaux Pluviales
.31
32 92
1
03
33
7
29
25
32
36
27 92
Fe : 34.68
70
77
35.16
34
6
6
.4
6
31
Ø3
30
36.90
32 91
.7
.2
27 93
0 Fo
36
35
77
Prof : 1.69m
35
32
.20
36
.5
T : 35.22
7
36.28
.2
78
1
12.0
30
33 22
31
.40
52
35
.61
36.28
32
34
Fe : 34.39
36
32 90
nte
94
28 5
.1 1
51
27
34 8
em
EU PRO_GRAV_ ZAE 10
36.18
.2
32
33
1
2
.76
35
4
8m
36.26
37
3 7 .0 4
1
35.17
.36
3
T : 36.08
7 8
35
. 78
7
Fleurs,Haie
.2
36.37 32 .2
32
Z PROJET 36.07
7 36.0 4
36
1 32 76
73
32 99
36
36 36
37 16
34
5.0
Prof : 1.16m
7.25
32
1117_e
36.30 .7
8
3
33 47 35 41
4
4
3
30
35.85
15
m
.4
32
36
36.70
Fe : 34.99
36.06
5. 8
36.56
32 75
Ch
Plaques assainissement
33 50 33
36
32 72
.6
91
3
12
4
Limite enc
0
36.36
e
36.35 33 23
in
35
T : 36.15
3180
36.76
te
.4
.9
pé
0
n
32 74
it
.7
e
36.52
36
36.3 36.25
nc
.72
91 9
ia
317 9
0
36.27
2073_b'
ir
32 79
Prof : 1.68m
0
e
92
28 4
42
35
36.46 36.30 2
19
06
42 0
31 81
32
32 05 3 .75
Pelouse
36
32 73
.40 35.11
6
36.39
.39
.14
Fe : 34.48
47
4.
.27
35
35
82 33 11
08
. 87
14
36.53
36
36 29
32
5
. 86
02
.1
35 47
32
13
35
Ø300
T : 36.16
35 .86
.1
36.03
32
8251.0
33 00
12
9
.6 6
36
367
32
11
36.33
45
.38
.3 6
36 6
318 2
35.24
.01
.57
32
0
.89
1
09
36 .35
22
46
42 92
29
36.34 36 35.90
35
1117_d
4
2
36 .39
34
.
47
33 51
36
4292
34
33 20
32 04
Prof : 1.33m
36.31
Bouche ou borne incendie
36.50 34
28 6
36.10
9
.27
32 01
3
X=80
3
33
13
36.45
31 8
47
35.87
34 28 3
.33
. 38 3
Fe : 34.82
.47
.25
2
33 46
32 03
45 7
36
47
Ø160 P
.51
34
36 36.3
91
Grès E
.19
34
.05 35.13
Haie et Zone arbustive
35
46 1
. 44
27
.0 4
Y=62
84
.0 5
9
36.63
31
T : 36.15
36.43
36
9726
36
Ø250 Fo
.9
36
37
5.00
36
.88
35.79
90
27
Prof : 1.00m
34
.44
10
EU PRO_GRAV_ ZAE 9
35
.02
36
3
46 2
36
46
4
.39
33 19
36 .44
33
46
89
14
. 32
36
Ø250 Fonte
Fe : 35.16
27
36.36
EHD 1
36
9
U 12.1
32 10
36.31
. 47
.839
.9
8 34
35 40
35.02
32 09
7
33 52
3 4 .03
1
Eclairage
36
36.66
07
7
T : 36.16
3355
34.03
47
33 01
32
.5
posés sur une plateforme ‘livrée’ dans la cadre de la réalisation des voiries
34 .11 6
08
36.17 34.55
32
36.36 36.47
34 . 5 6
2.51
33 10
36
Prof : 1.34m
35.99
.30
.47
AEP PRO DIS_n24z
36.56
Station polygonale
36.40
35
36 .42
00
nte 11.58m
35 25
36.44
9
32
m
.0.067
Fe : 34.94
4m 1.0
31 9
11.59m
34.88 33 18
3366
Les déblais/remblais ne sont pas à considérer car les réseaux seront
31 86
.39
%
34.55
T : 36.28 Prof : 1.64m
5
.8
36.18
.9 6
74
1
31 8
36
35.87
34
36
34.57
36 7
.6 5
45 8
35.16
EU PRO_GRAV_ ZAE 8 Fe : 34.62
6.5
36.38 33 53
32
3
36
53
35
18
36.62
L2C.
32 54
1
36.71
T : 36.26
34
.8 33 15
6.5
36
2
3
46 5 .2
1117_c
34 36.40
63
36.46 8
Prof : 1.14m Prof : 1.00m
36.7
36.61
LEGENDE
32 55
2
36.38 34.55
33 57
Fe : 35.27
.86
Fe : 35.12
36.41
23
35
33 16
34
36.52
.49
46 6
T : 36.26 T : 36.27
38.12 36.71 33 09
36
36.89 AEP PRO DIS_n25z
36.41
2074_b'
33 02
00
34.13
25
35.89 34.60
0.96% 0.69% 0.63% 2.61% 36.10 34.60
Pentes surfaces projet 0.93% 1.11% 0.96% 3.97% 0.53% 1.2% 1.2% 1.2% 0.3%
1.14%
1.13%
1.12%
1.11%
1.10%
1.09%
1.09%
1.10%
Pentes surfaces projet Pentes AEP PRO BASTIDE-
1.11%
1.10%
1.09%
1.08%
1.08%
1.07%
1.07%
1.42% 1.30% 2.60% 1.44% 5.98% 4.82% 0.29% -0.67% -2.83%
Mensura
Pentes terrain 0.97% 1.55% -1.54% -1.16% 3.67% 6.54% -0.74% -0.47% 250 Fonte
Mensura
Mensura
0.65%
5.15%
5.87%
0.40%
4.38%
-1.68%
1.10%
Pentes terrain Canalisations AEP PRO BASTIDE-
1.21%
3.78%
0.53%
5.88%
-0.68%
-0.68%
-0.57%
-3.23%
1.11 4.51 1.09 8.98 2.82 3.16
D 5.03 3.51 4.94 3.63 12.28 11.58m 7.25m 10.70m 32.65m 66.08m
40.35
39.24
38.26
37.30
36.34
31.83
30.87
29.90
28.92
27.83
18.85
16.04
12.88
Projet D Longueurs AEP PRO BASTIDE-
0.00m
47.69
46.49
45.70
44.89
44.08
38.20
37.34
36.10
39.05
32.59
27.65
24.02
11.74
Modification AVP 27/08/2026 D.PEREZ K.TEYSSEDRE B
Z Projet
Etablissement 31/03/2026 C.LACOUR K.TEYSSEDRE A
36.27
36.26
36.24
36.17
36.16
36.07
36.28
36.25
36.19
36.18
36.15
36.09
35.99
Z Profondeurs AEP PRO BASTIDE-
36.27
36.26
36.24
36.24
36.17
36.16
36.12
36.07
35.93
35.86
36.25
36.19
36.18
128.26m 1.64m
116.68m 1.68m
109.42m 1.69m
98.72m 1.49m
66.08m 1.00m
1.00m
1.1% 1.1% 8.1% Objet de la révision Date: Vérifié par: Etabli par: Ind.
Pentes EU PRO PR BER/PRISON- 1.0% 2.9% 3.1% -1.7%
Pentes AEP PRO distribution- Cotes radiers AEP PRO BASTIDE-
34.62
34.26
33.87
33.64
34.48
34.39
160 PEHD
Canalisations EU PRO PR BER/PRISON- 250 Fonte
Canalisations AEP PRO distribution- Cotes tampons AEP PRO BASTIDE- GROUPE MERLIN / Réf doc :01240905-131-AVP-PG-1-013-B
36.26
36.16
35.76
34.87
34.64
36.08
12.51m 16.57m 11.27m
Longueurs EU PRO PR BER/PRISON- 11.59m 12.08m 18.66m 5.36m 0.94% 0.96% 1.11% 2.58% 3.97% 2.21% 3.57% 3.98% 2.69% 2.17% 3.05% -0.75% 1.10% -1.43% 1.78% 2.36%
0.00m
1.11%
1.10%
1.12%
1.09%
1.09%
1.08%
Longueurs AEP PRO distribution- Pentes surfaces projet
1.08%
1.04%
0.96%
-0.39%
-0.33%
-0.16%
5.36m
0.00m
Profondeurs EU PRO PR BER/PRISON- 1.10% -1.24% 0.58% 2.49% -1.67% 13.13% 1.50% -2.05% -1.86% 1.20% 0.01% 0.39% 0.25% 0.02% 1.17% E-mail : cabinet-merlin@cabinet-merlin.fr
E-mail : cm-montpellier@cabinet-merlin.fr
40.35m 1.14m
27.83m 1.16m
1.46m
11.27m 0.40m
0.13%
-0.34%
-1.94%
-2.21%
1.59%
1.74%
-0.84%
0.76%
1.03%
4.62%
46.12%
Profondeurs AEP PRO distribution- Pentes terrain
37.59%
1.51%
1.71%
3.46%
0.40%
0.16%
2.74%
2.26%
4.01%
4.18%
-1.59%
-0.16%
-0.20%
-1.73%
-0.91%
-0.81%
-0.79%
-0.15%
-4.99%
-61.38%
47.69m 1.00m
36.10m 1.00m
24.02m 1.12m
1.00m
1.00m
38.83%
Télécopie : 04-78-38-37-85
Cotes radiers EU PRO PR BER/PRISON- 4.76 3.77 3.49 4.43 4.42 4.25 4.35 7.11 4.34 5.41 3.68 4.54 4.49 4.41 5.59 3.00 3.16 5.65 Téléphone : 04-67-64-05-20
34.81
35.12
33.90
34.99
Téléphone : 04-72-32-56-00
Cotes radiers AEP PRO distribution- D
35.27
35.16
34.80
34.23
34.32
99.32
98.72
90.12
78.67
76.70
71.28
52.64
47.05
43.89
40.88
35.23
94.47
67.60
66.08
61.54
57.05
128.26
127.17
126.28
124.52
119.76
117.93
116.68
109.42
108.17
103.74
112.91
83.01
Projet 34740 VENDARGUES 69289 LYON Cédex 02
Cotes tampons EU PRO PR BER/PRISON-
35.21
36.26
35.36
36.15
145, rue de la Marbrerie 6, Rue Grolée
Cotes tampons AEP PRO distribution- Z
35.51
35.11
35.11
36.27
36.16
35.93
35.23
35.32
36.27
36.26
36.24
36.17
36.16
36.12
36.07
35.76
35.60
35.22
35.00
34.87
34.93
34.92
34.82
34.83
34.83
34.70
36.28
36.19
36.08
35.89
35.78
34.88
34.88
1.89 5.28 1.82 1.83 4.11 1.33 3.63 1.18 3.77 1.53 7.55 3.72 Multiparc du Salaison - Bâtiment 9
D 4.60 3.11 2.92 4.28 4.19 7.22 2.72 2.34 4.32 2.43 2.93 5.09 2.88 4.15 3.16 4.88 3.42 2.49 6.82 4.40 4.57 3.45 6.39 4.23 5.05 2.25 6.71 4.41 5.82 7.63 6.50 AGENCE DE MONTPELLIER SIEGE
40.35
37.54
32.26
38.45
31.48
29.66
27.83
23.72
22.87
22.78
21.45
17.82
3.72
0.00
16.64
12.88
12.80
11.27
Terrain D D
47.69
46.73
42.13
39.02
36.10
34.42
34.24
98.72
94.42
92.44
85.62
81.22
80.94
79.79
78.73
77.58
76.23
75.22
70.65
59.14
48.60
46.35
39.64
35.23
34.63
33.53
32.02
29.96
25.77
25.47
24.02
6.19
5.36
2.43
0.00
69.53
66.08
59.69
57.88
53.65
30.19
28.98
27.78
21.96
9.79
3.29
0.00
16.80
14.46
11.74
128.26
126.42
121.33
119.55
116.68
114.79
114.73
110.58
110.54
109.42
106.26
106.15
101.27
101.22
14.33
12.76
11.23
1.44
10.51
95.31
Z Terrain Terrain
35.91
35.21
35.21
35.21
36.03
36.00
35.96
35.83
35.54
35.47
35.22
35.26
35.36
35.89
35.88
35.59
35.58
35.29
Z Z
36.01
35.91
34.61
34.71
34.71
34.71
35.96
35.92
35.87
35.92
35.86
35.90
35.74
35.74
35.30
35.17
35.22
35.23
35.24
35.32
35.94
35.87
35.84
35.84
35.73
35.73
35.70
35.70
35.70
35.66
35.67
35.50
35.57
35.57
36.27
35.80
35.32
34.60
34.54
34.64
34.66
34.73
34.72
34.70
34.72
34.72
34.72
34.67
34.67
34.64
34.56
34.66
34.64
35.88
35.85
35.75
35.18
35.19
35.89
35.89
35.89
35.85
35.69
36.25
35.18
34.58
34.65
34.69
34.68
34.68
Plan Comp : 31.00 1/250
Plan Comp : 30.00 Plan Comp : 31.0 PLANCHE 13
2073_b
ECHELLE:
2074_b'
2073_b'
Echelle Z : 1/250
1117_f
1117_c
1117_d
1117_e
1118_a
1119_a
Echelle X : 1/250
PLAN DE MASSE ET PROFIL EN LONG
01240905-131-AVP-PG-1-001-A_20260330..msa
Fe : 33.32
Echelle Z : 1/400 Echelle Z : 1/500
250 Fe : 33.64
PEHD 250
EU PRO PR PRISON/RACCO_ Fonte
Fe : 34.62 AEP PRO BASTIDE-
Fe : 34.77
250
250
Fonte
Echelle X : 1/400 Echelle X : 1/500
Fonte
AEP PRO BASTIDE-
AEP PRO distribution-
Axe : Profil EU PRO Ref_Pt de li0 - 20 NOM DU FICHIER:
Ecart :0.18
EU PRO Ref_Pt de li0
Fe : 34.33
250
AEP PRO DIS_n25
Fe : 35.27 Fonte
250 AEP PRO BASTIDE-
AEP PRO DIS_n25z
AEP PRO DIS_n24z
Réseau : EU PRO PR BER/PRISON-
Fonte
Axe : Profil AEP PRO DIS_Pt de la0 - A Axe : Profil 1119_a - 1117_c
AEP PRO distribution-
AEP PRO DIS_n26 vid
1.8% 0.6% 1.0% 0.9% 2.0%
AEP PRO DIS_Pt de la0
Réseau : AEP PRO distribution- Réseau : AEP PRO BASTIDE-
Pentes EU PRO PR PRISON/RACCO_ Pentes EU PRO GRAVITAIRE_
250 PEHD 300 Grès EU
Mensura
Mensura
AVP
Canalisations EU PRO PR PRISON/RACCO_ Canalisations EU PRO GRAVITAIRE_
5.40m 18.09m 49.88m 81.97m 12.14m 16.05m 11.05m
Longueurs EU PRO PR PRISON/RACCO_ Longueurs EU PRO GRAVITAIRE_
0.00m
0.00m
27.10m
Profondeurs EU PRO PR PRISON/RACCO_ Profondeurs EU PRO GRAVITAIRE_
155.34m 1.04m
149.93m 1.14m
131.85m 1.17m
81.97m 1.34m
1.70m
39.24m 1.34m
1.33m
1.33m
11.05m 0.55m
0.91m
(Eau potable et eaux usées)
Cotes radiers EU PRO PR PRISON/RACCO_ Cotes radiers EU PRO GRAVITAIRE_
34.72
34.63
34.30
33.40
32.93
34.94
34.82
34.83
34.68
34.45
CONCEPTION DES RESEAUX HUMIDES
Cotes tampons EU PRO PR PRISON/RACCO_ Cotes tampons EU PRO GRAVITAIRE_
35.76
35.77
35.47
34.74
34.64
35.22
35.37
36.28
36.15
-2.76% -0.78% 0.23% -1.42% 1.11% -0.74% 1.79% -0.32% -0.15% 2.36% 0.96% 0.67%
Pentes surfaces projet Pentes surfaces projet
1.15%
1.13%
1.12%
1.11%
1.10%
1.10%
1.09%
1.10%
0.62%
2.56%
Opération Raccordement Prison / ZAE Nîmes sud- Générac
-0.08% 1.39% 6.60% 2.21% 1.42% -0.62% 2.49% 2.60% 1.16% 1.34% 1.56% 3.92% 9.01% 8.77% -1.90% 0.99% 0.95% 1.09% -2.06% -0.93% 1.20% -1.85% -0.82% 0.01% 0.15% 0.26% 0.02% 2.26% 1.16% -4.98% 1.45% 1.38% 2.47% 6.03% 0.48% 5.18% 0.26% -0.56% -2.68%
-0.84%
8.22%
-2.20%
7.20%
4.88%
Pentes terrain Pentes terrain
1.61%
1.59%
1.02%
1.74%
1.31%
0.07%
0.96%
0.99%
0.40%
0.40%
0.12%
0.75%
0.26%
0.37%
2.94%
2.75%
-0.48%
-1.51%
-0.80%
-3.90%
-2.04%
-0.79%
-0.16%
-12.45%
2.79 8.68 3.08 5.97 4.82 4.02 5.91 2.79 2.67 5.94 4.24 11.14 1.56 1.48
D D
79.06
70.39
46.59
43.79
41.12
39.24
30.93
81.85
67.30
61.33
52.49
35.18
37.25
35.18
29.90
28.87
27.84
27.10
15.96
14.47
56.51
38.31
36.21
12.91
Projet Projet
Z Z
34.81
34.73
34.87
34.96
34.90
34.93
34.83
34.84
34.84
34.70
36.27
36.26
36.24
36.20
36.17
36.16
36.07
36.03
34.88
36.28
36.25
36.18
36.15
36.08
4.29 1.12 3.98 1.21 2.47 8.83 1.34 1.46 3.85 2.50 1.01 2.78 4.41 2.62 2.47 2.42 1.42 2.97 1.23 3.57 2.04 2.04 1.82 2.22 9.17 1.40 5.53 9.81 4.22 2.06 3.27 3.96 3.54 10.19 1.18 2.73 1.78 4.43 8.69 1.24 1.91 1.17 5.27 2.05 1.32 3.17 3.87 1.58 2.85 2.43 2.57 4.56 3.75 7.23 3.81
D D NIMES METROPOLE
99.26
97.22
93.36
91.14
75.04
74.68
59.14
49.85
36.12
33.52
30.12
39.24
36.07
30.33
95.18
81.97
80.57
64.86
64.28
60.06
60.05
57.08
35.18
33.99
32.85
28.33
27.43
23.00
8.75
3.48
0.00
35.78
29.95
27.10
24.67
22.10
0.00
155.34
151.05
149.93
145.95
144.74
144.62
142.14
131.85
126.66
124.16
123.15
120.37
115.96
113.34
110.87
108.45
107.03
104.06
102.83
46.31
13.97
12.73
11.84
10.67
1.43
1.32
17.25
16.66
11.85
11.05
133.31
130.51
53.81
14.31
31.91
21.81
12.91
3.81
Terrain Terrain
Z Z
35.71
35.71
35.81
35.41
34.61
34.71
34.71
34.71
34.71
34.71
35.91
35.81
35.76
35.77
35.77
35.64
35.47
35.42
35.23
35.20
35.17
35.13
35.12
35.00
34.97
34.64
34.90
34.72
34.83
34.74
34.73
34.54
34.53
34.62
34.62
34.64
34.72
34.72
34.72
34.67
34.67
34.66
34.62
34.56
34.66
34.66
34.64
36.04
35.93
35.66
35.50
35.27
35.24
35.23
35.23
35.22
35.26
35.37
COMMUNAUTE D'AGGLOMERATION
35.45
35.45
35.39
35.35
34.79
34.68
34.65
34.65
34.69
34.69
34.68
34.68
34.68
35.99
35.98
35.88
35.65
Plan Comp : 31.0 Plan Comp : 33.0
2074_c
2074_d
2167_a
2074_a
2074_b.
Echelle Z : 1/250 Echelle Z : 1/250
Echelle X : 1/250 Echelle X : 1/250
Fe : 32.93 Fe : 34.94
250 300
Axe : Profil 2074_a - 2074_d Axe : Profil EU PRO_GRAV_ Pt de0 - EU
Département du Gard
PEHD Grès EU
Ecart :0.33 EU PRO PR PRISON/RACCO_ EU PRO GRAVITAIRE_
Fe : 33.88
EU PRO_GRAV_ ZAE 8
EU PRO_GRAV_ ZAE 9
EU PRO_GRAV_ Pt de0
Réseau : EU PRO PR PRISON/RACCO_ Réseau : EU PRO GRAVITAIRE_
250
EU PRO_GRAV_ ZAE 10
Fonte
AEP PRO BASTIDE-
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