Embed Size (px)
Citation preview
188
91
93
143
210
142
205
208
206
195
194
193
192
191
190
116
209
184
183
115
111
112
113
114
174
177
117
182
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160
166
181
180
179
173 169
167
162
161
159
175
178
155
154
164
163
168
172
165
124
123
122
12642
33
29
24
23
48
46
32
31
49
37
38
36
59
61
45
145
141144
187
150
FT
FT
FT
FT
GA
Z
171.39170
.68
170.56
170.91
170.25
170.21
170.77
170.00
172.26
170.92
171.03
170.95
170.96
170.86
170.79171.79
170.20
170.26
174.10
176.40
175.57
174.23
173.72
173.69
170.64
170.05
170.38
170.77
170.83
172.29
173.45
171.81
171.62
171.29
171.48
171.0
8
170.70
171.01
172.32
172.47
169.97
168.42
167.65
167.00
166.77
168.10
169.63
168.00
167.11
166.60
166.42
166.86
167.67
169.30
169.00
167.35
167.27
168.29
168.01
167.68
168.56
168.55
166.71
166.78
166.99
166.94
166.86
166.89
166.96
167.06
167.05
167.24
167.20 167
.29
167.42
167.40
167.40
167.68
167.97167
.87
168.73
169.02
168.29
169.46
169.55
169.14
168.54168.63
168.62
169.60
169.62
168.03
167.98
167.44
167.50
168.08
168.90
169.18
167.96
168.60168.54
168.67
168.73
167.93
168.64
169.04
168.69
168.55168.24
167.9
4
168.58
168.75
168.2
016
8.18
168.96
168.26
169.19
168.83
169.44
167.98
169.21
169.44
169.68169.30
168.83
168.9
7169.5
8
168.22
168.14
168.11
168.13
185.56
185.34
188.41
186.3
9
186.6
3
191.33
187.46
187.30
192.19 188
.24
186.89
186.70
186.51
185.34
185.27
190.45
188.67 183
.08183.27
183.43
187.35
181.47
181.61
181.82
184.04
180.84
180.64
182.43
182.7
918
2.03
181.39
180.53
180.23
183.58
180.05
179.71
179.73
179.25
179.24
181.43
179.23
179.11
178.93
178.93
181.08
178.43
180.15
178.13
169.8
2
169.8
1170.4
7
170.6
2
170.71
170.6
3
170.6
1
171.41171.38
170.58
172.66171.34
169.61
171.22
170.46
170.80
169.66
170.2
8
170.0
7
169.9
0
170.12
169.38
170.86
170.14
169.05
170.74
169.13
170.86
169.39
168.82
169.81
169.10
168.65
169.78
167.79
168.49
169.99
169.34
169.34
170.65
169.74
169.66
169.22
176.26
169.30
169.72
169.73
170.0
6
169.81
170.33
170.85
170.8
8
170.77
170.96
171.15
176.41
177.04
177.51
178.39
177.52
176.58
176.28
176.51
177.50
176.7
1
176.7
4
176.8
7
171.30
171.47
171.50
171.37
171.47
171.4
9
171.48
171.3
8
172.7
1
171.4
0
171.4
3
171.63
171.65
171.8
1
171.30
171.29
171.14
172.19
170.99
172.70
170.90
172.5
0
171.41
173.41
171.04
170.47
167.5
6
168.8
6
167.8
4
168.9
9
168.98
169.23
169.18
169.41
169.8
7 169.8
316
8.9
3
170.5
7
172.52
169.8
917
0.3
6
170.31
170.23
171.25
170.54
171.43
170.55
170.75
170.6
816
9.5
7
171.5
1
171.2
6
171.8
4
171.2
1
176.48
172.3
6
172.3
4
170.6
8
173.0
3
172.5
8
173.84
173.81
174.26
172.92
173.80
171.4
417
2.36 17
3.44
174.03
175.51
176.39
175.71
176.00
176.5
917
5.33
174.9
4176.65
176.10
171.17
169.13
172.3
7
172.75
171.7
817
1.78
174.37
171.8
6
170.5
7
182.84
187.1
2
167.78
180.38
167.39
170.81
171.15
168.96
168.8
3
179.38
171.36
RV
RV
EDF
Eau
Eau
Eau
Terrain de FOOTBALL
Lotissement MAYREVILLE
de
Rue
Paul
Rue
Toulouse
Lautrec
Rue
Impasse
Monnet
Chemin
Rue
des
Alizès
de
Chemin r
ural
EA
U
Rue H
ector B
erlio
z
Végétatio
n dense
(inaccess
ible)
Ovoïde
l:95xht:30
Ø200
Aérations
cuve
Antenne r
elai
Transfo.
170.50
170.00
169.
50
169.0
0
168.50
168.
00
167.
50
167.
00
170.5
0
169.5
0
169.0
0
168.5
0
168.
00
167.
50
167.
00
166.5
0
169.0
0
168.5
0
168.0
0
167.
50
167.0
0
169.00
171.00
170.50
170.00
169.50
169.00
168.50
168.00 170.00
169.5
0
169.0
0
171.00
171.00
170.50
170.50
Gendarm
erie
182.51
173.53
170.64
184.38
184.34
184.21
184.17
184.48182.61
183.19
182.80
184.30
184.39
184.31
179.05
178.84
178.57
174.69
174.50
172.65
173.83
176.51
175.13
172.23
171.51
172.60
172.14
170.81
171.88
169.74
166.67
166.28166.31
166.24
166.18
166.18
166.19
166.14
166.49
169.0
6
169.00
169.76
170.19
170.97
182.30
182.07
181.0
3
171.16
169.59
170.15
169.32
168.77
168.25168.45
169.39
167.97
169.65
171.87
174.80
166.12
179.44
180.47
179.02
175.24
173.06
171.89
169.50
167.65
167.47
167.27
168.28
168.62
170.63
173.49
174.52
177.03
180.27
179.28
176.81
174.84
173.36
168.20
169.58
169.85
170.74
174.53
170.32
171.53
173.42
173.88
174.60
169.76
168.71
166.94
167.20
167.47
168.09
167.44
167.00
166.58
166.44
166.02
166.25
166.53
166.95
169.40
169.91
170.37
169.51
182.81
184.61
182.00
182.26
182.63
182.17
186.86
188.82
192.91
192.93
197.07
192.65
173.38
178.88
180.45
173.48
181.34
171.96
170.22
170.87
168.87
168.82
168.57 168.68168.65
168.62
168.54
168.48
168.5
1
168.5
1
168.4
4
168.39 168.47168.49
168.32
168.30
168.23
168.3
8
168.14
168.2
7
168.25
168.11
168.2
0
168.15
168.10
168.2
4
168.31
168.5
1
168.47
168.49
168.5
0
168.50168.40 168.51 168.40
168.35
168.46
168.29
168.51
168.5
0
168.3
4
168.36
168.44
168.63
168.6
9168.64168.48
168.56
168.68
168.25
168.41
168.25
168.22
167.95
167.56
167.63
167.20
167.34
167.1416
7.22
167.04
166.94
166.71
166.63
166.20166.08
166.01
165.86
165.74 165.63
165.38
164.4
1
164.59
164.90
165.02
165.14
165.68
165.58
165.69
165.87
166.02
165.52165.80
165.3
7
164.6
0
165.3
9
165.38
164.63
165.84
166.18
166.07
166.26165.89
166.51
166.30
166.37
166.3
9
166.65
166.79
166.6
2
164.80
167.3
5
166.9
7
167.16
166.84
166.92
167.16
167.14
167.22
167.85 167.68
167.81
168.06
168.17
168.00
168.13
168.36
168.51
168.5
5
168.5
0
168.62
168.53
168.71
168.82
168.6
2
168.73
168.8
9
168.62
168.4
2
168.4
2
168.29
168.18
168.42
168.51
168.68
168.58
168.55
168.72
168.65
168.45
168.48
168.42
168.56
168.40 168.37
168.56
168.5
316
8.59
168.40
168.58
168.68
168.4
4
168.46
165.94
166.6
0
166.86
165.00
167.60
167.49
168.19165.76
168.63
168.60
165.39
168.2
4
168.3
4
168.6
6
168.15
168.19
168.6
0
168.4
6
168.19
168.12
168.11
168.0
5
167.9
216
7.7
6
167.2
4
166.3
7
165.4
2
164.4
7164.5
0
165.13
165.2
1
165.2
2
166.0
0
166.2
1
166.18
165.9
2
165.4
6
164.8
9
165.4
8
165.3
2
166.6
2
166.16
164.5
0
164.8
3
166.3
2
166.15
166.5
7
167.0
716
7.0
7
167.7
9
167.7
8
167.9
8
168.0
1
168.0
1
167.9
9
168.11
168.16
168.2
1
168.19
168.0
6
168.3
7
168.7
116
8.6
1
168.4
2
168.6
0
168.4
016
8.4
0
168.4
316
8.4
2
168.4
3
168.5
4 168.4
6
168.3
8
168.2
7
168.3
6
168.3
8
168.3
1
168.3
6
168.5
716
8.4
9168.5
0
168.6
1
168.4
9
164.5
8
164.8
1
165.7
6
168.54
168.4
4
168.30
168.14
168.2
7
168.25
168.15
168.10
168.2
4
168.5
1168.49
168.5
0
168.50168.40
168.35
168.46
168.29
168.5
0
168.3
4
168.25
168.25
167.95
167.56
167.1416
7.22
167.04
166.71
166.63
166.08
166.01
164.59
165.02165.58
165.69
165.87
166.02
165.80
165.3
7
164.6
0
165.3
9
165.38
164.63
166.18166.51
166.3
9
166.65
166.6
2
167.3
5
166.9
7
167.16
167.85 167.68
167.81
168.06
168.17
168.00
168.13
168.51
168.5
5
168.5
0
168.62
168.53
168.71
168.82
168.6
2
168.8
9
168.4
2
168.42
168.51
168.58
168.55
168.72
168.65
168.45
168.48
168.56
168.5
316
8.40
168.46
166.6
0
165.00
167.60
168.19165.76
168.60
165.39
168.3
4
168.6
6
168.15
168.19
168.4
6
168.12
167.7
6
167.2
4
165.4
2
164.4
7
165.13
165.2
2
166.18
165.4
6
164.8
9
165.4
8
165.3
2
166.6
2
166.5
7
167.0
716
7.0
7
167.7
8
167.9
8
168.0
1
168.11
68.19
168.3
7
168.7
116
8.6
1
168.4
2
168.6
0
168.3
8
168.2
7
168.3
6
168.3
8
168.3
1
168.3
6
168.5
716
8.4
9168.5
0
168.6
1
168.4
9
164.8
1
165.7
6168.60
169.42
169.27
169.09
168.79
166.16
166.51
166.82
168.12
168.21
168.6
1
168.4
0
168.5
6
170.14
171.0
7
171.2
2
169.7
8
170.7
5
170.8
8
170.5
3
168.8
8
168.8
3
169.8
5
168.7
1
169.6
6
168.3
5
168.3
3
168.3
8
167.18
167.4
7
167.8
1
169.2
8
168.9
1
168.7
0
168.3
8
168.0
5
168.0
3
168.2
1
168.08
168.60
168.31
168.32168.20
168.27
168.46
168.78
168.60
167.41
167.9
3
168.13
168.18
168.10
168.15
168.6
1
168.3
8
167.9
3
168.2
8
168.3
1
168.0
0
167.9
2
168.0
0
165.9
1
165.5
7
165.2
4
165.3
5
165.7
7
167.7
5
165.6
1
165.0
2
165.11
165.15
165.0
3
166.2
8
166.49
168.14
167.51
167.6
9
167.7
9
168.05
168.12
168.32
168.01
168.03
167.67
167.92
168.15
167.93
167.59
166.73
166.67
167.08
166.41
166.33
166.04
166.51
166.55
166.45
166.48
166.47
166.50
166.48 16
6.42
166.28
166.23
166.21
166.00
165.95
165.95
165.97
165.90
166.06
166.03
166.12
166.33
166.32
166.09
166.16
166.42
166.26
166.46
166.25
166.15
166.57
166.52
166.85
166.86
166.82
167.61
167.54
167.46
167.36
166.99
167.20
166.92
166.65
167.88
N° d'opération :Chargé d'affaire:
Date:
titre de la pièce:
PR:
DEPARTEMENT DE L'AUDEDirection des Routes et des Transports
de :
CANTON
de :
COMMUNERD :
N° de pièce:
Echelle :
la haute Vallée de l'Aude
623 A
Limoux
RD 623 A
voie de délestage
Avant-Projet
Division Territoriale du Pays Haute Vallée de l'Aude
1/500
85600
5900
50
5900
00
85650
5899
50
85700
5899
00
5898
50
85750
5898
50 85800 58
9900 8
5850
85900 58
9950 8
5950 59
0000 8
6000
86050 59
0050
5901
00
5901
50
5902
00
5902
50
5903
00
86050
5903
50
86000
5903
50
85950
5903
00
85900
5902
50
85800
5902
00
85750
5901
50
85650
5901
00
85600
AZIM
UT
AZIM
UT
NE
NO
Nord
SE
SUD
SO
A E
QUIN
OX
SO
LLEIL 0°
MATTIN
6H.
SOIR
18H.
A E
QUIN
OX
SO
LLEIL 0°
38,5°
7 h.8 h.
9 h.
10 h.
11 h.
13 h.
14 h.
15 h.
16 h.
17 h.
12 h.
9,3°
18,2°
26,2°
32,7°
37,1°
9,3°
18,2°
26,2°
32,7°
37,1°
VU
E
Tra
monta
ne
E
O
Fond de plan établi par :
E-mail : [email protected]
Tél. 04.68.31.14.88
1, Place du Presbytère - 11300 LIMOUX
Géomètres-experts
Cabinet AXIOME
5904
00
5903
50
8610
0
01/12/2017
Canalisation béton ou cadre béton à poser
Regard à grille et bouche d'engoufrement type " SELECTA"
Eaux Pluviales
LEGENDE
Regard de visite Ø1000 ou chambre à créer
Regard à grille 500x500
Tête d'ouvrage
Caniveau en U : L:80cm et H: 50 cm
Enrochements bétonnés
Limite de tranche
Enrochements libres
PLAN V.R.D. - PLUVIAL
3B
168.50
Chemin
3
3
1
2
4
4
5
4
6
177.45
178.40
<= Fossé enroc
hé béton
né - p= 1.5 %
Descente d'eau
Cadre 1
10x55 - P
=1
% =
>
110x55 =>
Fe= 1
72.2
3 169.96
Chute
RV
169.25
169.7
5
169.8
1
p= 0.
3 % sur 2
0 mFossé e
nroché b
étonné =
>
p= 5
% sur 1
0 m
Fossé e
xista
nt à c
onserver e
n l'état
174.03
Déverse
ment s
ur m
ur existant
RV
Fe=164.3
8
E. Plu
v. Ø 6
00 F
onte - P
= 0.5 % =
>
RV
Ø 1
000 =
>Fe= 1
64.8
6
165.16
164.98
Fe= 1
64.48
165.36
165.21
165.13 Fe=
164.7
1
Fe= 16
4.64
Fe= 16
4.62
BASSIN DU STADE
à la cote 165.85 m NGFVolume total 3400 m³
<= 80
0 x 50
0
<= Ca
nivea
u en U - 8
0 x 50 - P
= 0.2
%
<= Ca
niveau en U - 8
0 x 50 - P
= 0.2 %
Caniveau e
n U - 8
0 x 5
0 - P
= 0.2 % =
>
Talus 3/1
Talus 3/1
Talus
3/1
Talus
3/1
Talus 3/1
171.26
167.19
167.22
167.12
166.9
9
166.99
166.87
166.87
167.18
169.0
0
173.29
172.01
170.73
169.45
168.77
169.17
167.5
4
169.0
0
169.00
169.00
169.00
Rampe
170.19
171.19
171.98
172.01
171.78
170.52
168.73
168.49
169.09
167.69168.00
168.00
167.55
167.50
167.56
167.56
167.75
167.90
Talus
3/2
E. Plu
v. Ø
1000 - p
= 0.5
% =>
E. Pluv. Ø 1
000 - p= 0
.5 % =>
Ø 1
000 =
>
BASSIN AMONT
à la cote 168.50 m NGFVolume total 3900 m³
à la cote 168.50 m NGFVolume total 700 m³
BASSIN NORD
<= E. Pluv. Ø 10
00 - p= 0.
5 %
E. Plu
v. Ø 1
000 - p
= 0.5 % =
>
Chute
= 1
66.1
9164.9
4Chute
Fe= 1
66.0
7
RV
Fe= 167.67
RV
Fe=167.14
RV
Fe= 167.19
Fe=167.14
Cadre 3.0
0 x 1.5
0 - p
= 1.7 %
=>
168.86
<= Cadre 110 x 55 - p
=0.5 %
167.66
167.86
<=Ø 600 Fonte - P
= 0.5
%
172.23
167.7
4
168.39
170.67
170.95
172.95
168.50
168.50
171.00
171.76
169.39
du fosséObturation
Talus 3/
1
Talus 3/1
Talus 3/1
Talus 3/1
Talus 3/1
Talus 3/1
enrochements bétonnésdans le bassin
Déversement du fossé
Accès à l'antenne
Fossé
Fossé
Fossé
Fossé
Fossé =>
168.83
167.83
169.00
169.00
169.00
169.00
168.70
168.70
168.70
168.70
169.00
168.03
167.77
Fe= 1
66.9
0
167.14Chute
<= Ø 3
00
168.77
169.08
<= Ø 300
<= Ø 3
00
Ø 3
00 =
>
Ø 3
00 =
>
<= Ø 3
00
<= Ø 3
00
<= Ø 3
00
<= Ø 3
00
<= Ø 3
00
<= Ø 3
00
<= Ø 3
00
<= Ø 3
00
vidangeOuvrage de
Ouvrage de vidange
talus 3/2 - Pied de talus 3m
Enrochements libres
Talus enroc
hemen
ts libres
aval - 10 mlEnrochements libres
amont - 5 mlEnrochements libres
Fe= 16
6.55
Chemin
Che
min
entretienAire pourCl
ôture grilla
gée
Clôture grilla
gée
Portail
Clôture grillagée
Clôture grilla
gée
Clôture grilla
gée
Clôture grillagée
Portail
avec vanne martelière
grille maille 50 mm
pertuis Ø 100 +
Planche B
Planche C
Planche A
PLAN SYNOPTIQUE
