Commune de Bonviller Département de Meurthe et Moselle 2 - Z… · a ' 1 2 3 4 5 6 b ' 1 2 3 4 5 6...

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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

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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

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

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