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AA'
1
2
3
4
5
6
BB'
1
2
3
4
5
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CC
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1
2
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DD
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1
2
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67
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10
11
12
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1617
Ø500 3.8%<--
Ø200 0.6%<--
Ø500 2.1%<--
Ø500 4.7%<--
Ø400 3.6%<--
Ø400
Ø400 2.3%<--
Ø300 4.0%<--
Ø300 0.7%<--
Ø4
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Ø400 1.9%<--
Ø300 2.7%<--
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Ø300 6.9%<--
Ø1
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Ø300 5.1%<--
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Ø400 4.4%<--
Ø400 0.2%<--
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bEP1Surface : 10.413haCoeff. C : 0.15
L2T
CO
MM
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Crion
9,G
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e R
ue
R1T :231.58Fe :230.70Prof :0.88m
R2T :233.75Fe :232.42Prof :1.33m
R3T :234.96Fe :233.19Prof :1.77m
R4T :234.22Fe :233.10Prof :1.12m
R5T :233.60Fe :232.48Prof :1.12m
R6T :236.77Fe :235.23Prof :1.54m
R7T :238.26Fe :236.76Prof :1.50mClapet
R8T :239.94Fe :237.59Prof :2.35m
R9T :240.77Fe :238.57Prof :2.20m
R10T :240.95Fe :238.75Prof :2.20m
R11T :240.71Fe :240.71Prof :0.00mClapet bouché
R12T :241.96Fe :239.16Prof :2.80mBloqué
R13T :241.91Fe :239.41Prof :2.50m
R14T :242.00Fe :239.60Prof :2.40m
R15T :242.04Fe :239.79Prof :2.25m
R16T :241.80Fe :240.80Prof :1.00m
R17T :251.50Fe :248.75Prof :2.75m
R18T :251.02Fe :248.82Prof :2.20m
R20T :252.27Fe :251.72Prof :0.55m
R22T :252.35Fe :251.72Prof :0.63m
R23T :252.52Fe :251.52Prof :1.00m
R24T :252.38Fe :251.18Prof :1.20m
R25T :249.20Fe :249.10Prof :0.10m
R26T :251.00Fe :249.00Prof :2.00mNon localisé
R27T :245.93Fe :245.43Prof :0.50m
R28T :251.00Fe :250.00Prof :1.00mNon localisé
R29T :253.64Fe :251.69Prof :1.95m
R30T :252.55Fe :250.55Prof :2.00mDépôt
R31T :254.01Fe :251.86Prof :2.15m
R32T :251.66Fe :249.33Prof :2.33m
R33T :249.30Fe :247.00Prof :2.30m
R34T :254.44Fe :253.39Prof :1.05mpas de cunette bouché
R35T :247.00Fe :244.91Prof :2.09mNon localisé
R36T :246.00Fe :244.61Prof :1.39mBloqué
R37T :244.00Fe :242.20Prof :1.80mNon localisé
R38T :244.00Fe :242.00Prof :2.00mNon localisé
R39T :242.60Fe :240.60Prof :2.00mNon localisé
R40T :240.55Fe :238.55Prof :2.00mClapet
R70T :251.99Fe :251.34Prof :0.65m
R72T :245.68Fe :244.23Prof :1.45m
R73T :244.80Fe :243.25Prof :1.55m
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
L : 3
12.7
9ml
S :
3027
.80m
2
1. 3
0
10
.40
10.30
0. 2
0
1. 0
0
1.004.00 1
. 50
5. 5
0
AEP
AEP
AEP
4 .00
5.00
EDFEDF
Arm
oires électriqu
es
33.3
3%
31.71%
66
17.6
9%
Tranché de répartition
R31T = 247.60mFe = 246.01mProf = 1.59m
BE
BE
R1T = 233.01
Fe = 231.78
Prof = 1.23 m
R2T = 233.39
Fe = 232.17
Prof = 1.22 m
R3T = 234.84
Fe = 233.34
Prof = 1.50 m
Ø 200 P
VC
sur 7.18ml - p
=5.43%
Ø 200 PVC sur 41.86 ml - p = 2.80%
Ø 500 PVC sur 30.23 ml - p = 2.61%
R4T = 238.96Fe = 236.73Prof = 2.23 m
R5T = 239.90Fe = 237.52Prof = 2.38 m
R6T = 240.75Fe = 238.41Prof = 2.34 m
R7T = 240.97Fe = 238.66Prof = 2.31 m
R8T = 242.35Fe = 240.48Prof = 1.87 m
R9T = 243.35Fe = 241.70Prof = 1.65 mØ 500 PVC sur 27.18 ml - p = 3.27%
Ø 500 PVC
sur 7.68 mlp = 3.26%
Ø 500 PVC sur 39.95 ml - p = 4.56%
Ø 500 PVC sur 21.60 ml - p = 5.65%
Ø 500 PVC sur 29.61 ml - p = 4.76 %
Ø 500
PVC
sur 14.61 m
l - p = 1.50 %
R10T = 242.22Fe = 240.42Prof = 1.80 m
R11T = 244.30Fe = 241.91Prof = 2.39 m
R12T = 244.13Fe = 242.81Prof = 1.32 m
R13T = 249.06Fe = 247.68Prof = 1.38 m
R14T = 249.00Fe = 247.31Prof = 1.69 m
R15T = 252.17Fe = 250.87Prof = 1.30 m
R16T = 251.99Fe = 250.36Prof = 1.63 m R18
T = 255.61Fe = 253.61Prof = 2.00 m
R19T = 256.49Fe = 254.38Prof = 2.11 m
R21T = 256.64Fe = 254.44Prof = 2.20 m
R20T = 256.65Fe = 253.76Prof = 2.89 m
R23T = 256.56Fe = 254.14Prof = 2.42 m
R22T = 256.54Fe = 254.81Prof = 1.73 m
R24T = 256.19Fe = 255.09Prof = 1.10 m
R25T = 256.09Fe = 254.39Prof = 1.70 m
Ø 400 PVC sur 52.72 ml - p = 0.53%
RexT = 242.05Fe = 239.79Prof = 2.26 m
Ø 2
00 P
VC
su
r 38.8
5 m
l - p =
1.6
2%
Fe =
241
.84
Ø 200 PVC sur 60.85 ml - p = 2.45%Ø 400 PVC sur 58.58 ml - p = 1.40%
Ø 200 PVC sur 55.01 ml - p = 9.82%Ø 400 PVC sur 57.84 ml - p = 8.42%
Ø 200 PVC sur 39.49 ml - p = 7.72%
Ø 400 PVC sur 39.95 ml - p = 7.98%Ø 200 PVC sur 42.13 ml - p = 7.71%
Ø 400 PVC sur 39.95 ml - p = 7.42%
Ø 200 PVC sur 11.74 m
l
p = 1.28%
Ø 4
00
PVC
sur 7
.78 m
l - p
= 0
.77%
Ø 2
00
PV
C s
ur 3
2.1
9 m
l - p =
1.1
8%
Ø 4
00
PV
C s
ur 3
2. 4
3 m
l - p =
1. 1
4%
Ø 200 PVC sur 55.57 ml - p = 0.45%
BE
Ø 4
00
PV
C s
ur
37.0
5 m
l -
p =
0. 4
0%
TPC Ø 110
Gr1T = 238.36Fe = 236.51Prof = 1.85 m
BE
2
Fe = 245.98
Gr1T = 245.10Fe = 243.11Prof = 1.99 m
PV
C Ø
16
0
Purge sous BAC
BE
BE
BE
Ventouse
BE
BE
BEBEB
EBE
BE
BE
BE
BE
R30T = 247.55Fe = 245.95Prof = 1.60 m
R29 Ø 1200T = 246.66Fe = 244.82Prof = 1.84 m
R32T = 250.45Fe = 248.05Prof = 2.40 m
Ø 2
00
PV
C s
ur
55.5
7 m
l -
p =
0.4
5%
R26T = 251.06Fe = 249.04Prof = 2.02 m
R27T = 250.92Fe = 248.88Prof = 2.04 m
Ø 4
00 P
VC
sur
9.0
4 m
l
p = 1
.77
%
Ø 400 PVC sur 9.04 ml - p = 3.06%
Ra
ccord
em
ent
sur
résea
u e
xis
tant
Ø 2
00 P
VC
sur
7.8
2 m
l p
= 0
.45
%Ø
200
PV
C s
ur
87. 1
5 m
l -
p =
2.3
4%
Regard avec vanne murale
Regard avec vanne murale
R28 T = 247.05Fe = 246.05Prof = 1.00 m
Pehd Ø 25 (AEP)
1 TPC Ø 90
Pehd Ø 90 ( Refoulement )
Robinet vanne
Raccordement sur réseau existant
avec manchon
Robinet vanne
Re
prise d
e b
rch
t e
xis
tant
Purg
e s
ous B
AC
Purg
e s
ous B
AC
Re
prise d
e b
rch
t e
xis
tant
Ø 160 PVC
Ø 160 PVC sur 45.75 ml
Ø 200 PVC sur 44.68 ml
BE
Agence Ronchamp:
A
IndiceDateModificationsDessiné par
Numéro de dossierPhase
---
TypeInd.
-
Etude
Controlé par
B
C
D
E
X
Y
XYZ
SPACE DE IE NGENIERIE EVI EVI
X
Y
XYZ
SPACE DE IE NGENIERIE EVI EVI
-
Numéro
Agence Epinal:
Agence Belfort:
57 chemin de Failloux, BP 31087, 88052 Epinal Tél. : 03 29 29 13 05
Tél. : 06 03 12 12 95
Tél. : 03 84 20 72 27 Fax. : 03 84 20 72 26 33 Avenue Pasteur 70250 Ronchamp
17 Rue Dreyfus Schmidt, 90000 Belfort
Département de Meurthe et Moselle
Commune de Bonviller
Mise à jour du zonage d'assainissement
Vue en plan
1/750
18/04/2018CREATION DE DOCUMENTO.C.J.LA.
F-04-0180ZONASSVEP001A
LEGENDE
Zone Assainissement collectif
Zone Assainissement non collectif