Pièce
VRD05 TERRASSEMENT.pdf · 14 315 mots · du marché « Construction de la Maison de l'Eau à Épernay : regroupement des services Eau et Assainissement en 20 lots de travaux », dossier de consultation officiel.
TERRASSEMENT PHASE 1 : Lot VRD TERRASSEMENT PHASE 5 : Lot VRD
- Décapage Merlon existant - Terrassement R-1 + Surlargeur + talus (mise en place couche de forme et livraison à
-0.19m du niveau finie)
- Terrassements zone cuves "KIKOPLUIE"
95.48
95.37
95.81
95.65 se
95.33
ou
Pe
lous Pel 94.47
95.91
e 95.40 95.21
Béton 95.20 95.16 95.12
95.35 Béton Béton 95.03 95.00
95.78 Béton 94.96 94.84
95.22 Béton
95.33 95.14 95.12 95.06 Béton 94.74
95.03
95.16 95.00 94.93
Béton
95.42 95.09 94.91 94.88
95.37 95.02 94.81
94.84
Béton 95.24
95.85 95.88 94.78 94.33
95.47 95.30 95.27
95.25 94.69 94.33
L
EC 95.83 Béton 95.22 94.69
95.96 95.66 94.54
94.59
CU
Graviers
95.48 95.41 95.29
95.37 95.71 95.40
95.81 96.0095.96 95.25
Béton
CU 95.78 BT BT
95.99 BT
se
95.47
Pelouse
CU 95.81 Pelouse
95.44 94.62
ou
95.33 95.79 95.93
95.98 95.51 94.64
94.68 BT
Pel
Pe 94.47 95.40 94.62
Pi
BT
Pelouse
lous
95.91 CU95.72 95.81
95.89
95.99
95.90
5.91 95.86
95.86
FT FT FT 95.38 94.58
Pe
95.62 95.72
EP
e 95.40 95.21 lous
95.20 95.16 95.12 FT 95.82 FT FT 95.51 95.20 94.45
Béton 95.03 95.00 ECL CU FT FT 95.10 94.65 BT
BT
e
EP Ø1000
95.78 95.35 Béton Béton Béton 94.96 94.84 95.74 95.76 FO
95.88 FTFO FO
95.72 FT FT
95.22 95.12 95.06
Béton
CU
95.76 95.88 95.86 FO FO 95.41 FT FT 95.28 T: 94.16
95.33 95.14 95.03 Béton 94.74 ECL FT FO FO 95.30 FT FT
BT
95.42 95.16 95.00 94.93 94.91
Béton
95.75 95.80 CU FO FT
FO FO FO FO
FT
95.17
95.15 95.16
95.12
95.11 BT
94.51 AEP EP Pav Rd : 92.78
95.09 95.02 94.88 94.81
94.84 95.73 95.80 ECL 95.6895.64 95.44 95.40 FO FO 95.11
95.10 95.1295.08
95.10 95.06
FT FT 94.32
és
Prof: 1.38m
95.37 95.24 95.65 95.00
FT n AEP
94.96 94.62
BT Béto
95.85 Béton 94.33 CU 95.39 95.11 FO FO FT 94.47
AEP
95.88 94.78 95.75
95.73 95.39 94.60
94.58 94.58 94.40
FO
BT
ECL
94.69 FT AEP 94.43 P AE 94.36
AEP
95.47 95.27 95.41 FO
<<
ECL 95.30 95.25 95.22 94.69 94.33 95.41
95.39 FO FT E
CU FO Béton
>>
95.83 ECL 95.59 FT FO 94.37 P
L
Béton FO AEP Béton
95.96 94.54
94.59 FT FO
0 Fonte
ECL
EC
95.66 95.44 95.40 94.36Béton
nte
CU
Graviers
BT
95.41 95.29 95.69 CU 95.36 95.34 FT FO 94.61
FT FO
94.54 94.54 AEP 94.44
EP
FO FT FO
Fo
95.71 96.0095.96 95.40 95.25 95.25 94.41
FT FO AEP 94.39
Béton
94.34
CU CU FO EP 94.35
<<
95.78 95.45
0
BT CU FO
BT
BT
ECL 95.38 FT FO
15
95.99 BT CU CU AEP FT FO A94.36 94.30
FT
95.47 CU FO
Pelouse
E
Ø
CU 94.62 CU ECL 94.39
nte
Pelouse FT FO 94.33
95.81 95.44 CU EC 94.88 FO P EP 94.33
Ø5 EP P
95.93
95.98 95.51 94.64 AEP
E
94.68 CU FT
EU
95.79 CU L
50 FoAEP
BT
95.40 94.62
Pi
Pelouse
BT
FT CU
AEP Ø11
CU95.72 95.89 ECL FT FO
UØ E
FT CU AEP EP FO
BT
Pel FT 93.96
CU EP
AEP Ø1
95.99
95.90 FO
95.91 FT
Réseau Chauffage
AEP
95.86 95.38
95.62 95.72 95.81 95.86 FT 95.82 FT 95.51 95.20 94.58 ou
EP 95.59 CU CU ECL CU 94.61 FT EP FT94.32 >> FO
AEP
EP Ø315
FT 94.45 FO
00
se FO 94.29 94.27 FO 93.9593.93
EU
ECL CU FT FT 94.65 BT
BT EP Ø1000 CU ECL CU CU EP FT
94.17 94.12 FO FO 93.62
L
FO 95.10
BT
Transformateur
200 U
95.76 95.88 FTFO 95.72 FT CU AEP AE FT
FT
EC
95.74 FO CU
95.88 FO 95.41 FT FT 95.28 T: 94.16 ECL CU 94.36 EP 94.15 94.11FT FT
AEP CU
CU
95.76 95.86 FT FO 95.65
AEP Ø150 Fonte CU P FT
Béto
FO FT 93.82
FO 95.30 FT ECL CU EP FT 93.75
ECL BT
FO FT 95.11 BT
EP Rd : 92.78 CU EP FT
CU
FO Pav
AEP ECL CU 94.1994.17 FT
Fon
95.75 95.80 CU FT FO 95.17 95.16 CU
BT
94.51
FO
95.73 95.80 FO 95.6895.64 95.44 FO FO FO
95.15 95.12
95.11
95.10 95.1295.08
95.06 FT AEP 94.32
és 95.62 AEP AEP AEP ECL CU CU CU EP 94.28
94.06
FT Prof: 1.38m AEP
FT
ECL 95.40 95.10 95.75 95.29 AEP ECL CU EU Ø150 Fonte >>EU 93.80
EP
95.65 95.00 AEP 93.85 93.73
94.40 on AEP ECL
FT 94.42
EUCU
Bét FO AEP
94.96 94.62
Réseau Chauffage
BT
nte
FO 95.35
E
CU 95.39 95.11 FO 94.60 94.47 95.63 AEP EP CU
AEP
Ø
FT AEP CU
te
AEP AEP A
BT
95.73
95.75 95.39 FO 94.58 94.58 AEP ECL CU 93.49
n
BT
15
0 Fo
ECL
FT AEP 94.43 P AE 94.36
AEP
95.41 FO Eau AEP 94.93 EP ECL EP CU CU
<<
95.41 AEP94.88 EU
0
CU 95.39 FO FO FT E ECL CU CU
Fon
Béton
>>
95.59 94.37 P 95.66 EP Ø1000 CU
Ø20
ECL
L
FO FT FO AEP Béton EP
AEP
EU
FT
FT FO 95.65
AEP CU
EC
AEP 0 Fonte
ECL 94.36Béton CU
te
95.44 95.40 Eau ECL CU
ECL
nte
EP CU
BT
95.69 95.36 95.34 FT FO 94.54 94.54 EU
EP
AEP Conserver ces réseaux CU
>>
CU 94.61 T: 95.51
BT
FT FO 94.44 95.60 ECL CU
EP
FO A2 CS1
FT FO EP
Fo
94.41 95.68 95.67
95.25 A2 CS1
>> 94.67 EU EP Ø1000 ECL
<<
FT FO AEP EU Ø1000
A2 CS1
94.17
EP Ø315
AEP
A2 CS1 A2 CS1
FO 94.39 94.34 94.13 L
CU EP en place EP Avaloir
A2 CS1
94.35 EP ECL
<<
CU
A2 CS1
Rd : 94.08
0
FO EC
CU
CU 95.45 EU
>>
BT
A2 CS1
ECL 95.38 A2 CS1
FT FO A ECL
15
CU FO T: 94.41
BT
A2 CS1
AEP A94.36 95.80 Eau 94.26EP
AEP
A2 CS1
CU A2 CS1
FT FO 94.30 EP T: 94.33
FO
FT
CU A2 CS1
FO EP 95.70 EU 94.41
Ø
CU ECL A2 CS1
94.39 Prof: 1.43m T: 94.15
CU
A2 CS1
FT FO AEP
nte
CU EC 94.88 A2 CS1 94.33 EP 94.33 Enrob
Ø5 EP P
A2 CS1
AEP FO EP
EU
CU A2 CS1
Rd : 92.84 ECL
EU
CU L FT EU
EU onte
A2 CS1
Ø150 FoAEP
A2 CS1
Rd : 93.25
FT
CU A2 CS1 95.79
és
AEP Ø11
FT FO
ton >>
CU ECL A2 CS1
EP FO EP Rd : 93.62
Rue Général Silvester
A2 CS1 A2 CS1
AEP A2 CS1 EU
BT
CU EP FT FO 93.96
Réseau Chauffage
A2 CS1 A2 CS1
Prof: 1.57m
>>
L
AEP
BT
CU EP FT94.32 FO
A2 CS1
AEP AEP
95.59 CU ECL CU 94.61 FT 95.35 EP Prof: 1.08m
AEP
EP Ø315EP
A2 CS1
FO EU
CU EC
Ø
94.17
00
FO A2 CS1 A2 CS1 94.29 94.27 FO 93.9593.93 95.51 95.23 Prof: 0.53m AEP
EU
CU ECL A2 CS1 A2 CS1 94.17 FO 93.62 EP AEP
F
CU CU
A2 CS1 A2 CS1
EP 94.12 FO 95.77 95.62 EU AEP AEP
AEP
AEP
FT
BT
200EU
A2 CS1
AEP
FT
CU A2 CS1
AE AEP AEP
EP
FT EP
BT
ECL CU A2 CS1 A2 CS1
94.11FT
95.84 FO EU AEP AEP
200
CU A2 CS1
94.36 A2 CS1 94.15 AEP AEP
EP
AEP CU
A2 CS1
FT
95.65
AEP Ø150 Fonte CU A2 CS1
P CS1 FT 94.88 EP 94.34 94.34 EU Ø1000
Béto
A2 CS1
93.82
EP
A2 CS1
ECL CU A2 A2 CS1 FT 93.75 EU
EP
P3
CU A2 CS1
FT 95.84
AEP EP
CU
A2 CS1
AEP ECL CU 94.1994.17 A2 CS1
FT EU
Fon
CU A2 CS1 95.70 94.34 EP Ø1000 T: 94.13
500 Bé
BT
FO
AEP CU
EU EU Ø
CU EP
94.06 EP
AEP
AEP ECL CU
BT
95.62
CU
AEP AEP 94.28 CU EU 94.62 Conserver ces réseaux
FT
95.29 AEP ECL EU Ø150 Fonte >>EU
FO
95.75 CU 93.80 95.67 EP
EP
AEP 93.85 93.73 95.65 95.68
ECL EUCU Rd : 93.23
94.42
FO AEP
Réseau Chauffage EU Ø1000 T: 94.37
nte
EU
E
95.63 95.35 AEP CU
CU
EP 95.86 95.88
Ø
CU
te
AEP AEP AE 95.86 95.72 EP
BT
AEP AEP ECL CU 93.49
n
en place
15
0 Fo
95.40
BT
AEP 94.93 Eau Eau EU
P3
Eau AEP94.88 EP EU ECL CU CU CU 95.69 95.30 EP Rd : 92.81 Prof: 0.90m
0
ECL P CU T: 95.73 94.35
Fon
95.66 EP Ø1000 EU
Ø20
EP CU
AEP
EU
FT
95.65
AEP CU CU 95.91 95.72 EP
Plots bét
te
Eau CU 95.76 Prof: 1.56m EP
ECL
EP EU ECL CU Rd : 94.74 EP EU 94.18
EP
CU
>>
T: 95.51
AEP
AEP Ø4 AEP
BT
ECL 94.95
0 Pehd
CU
FT
95.60 94.12
on EU
BT
95.68 95.67 94.00
>> 94.67 EP EU EP Ø1000 ECL EP
<<
L
EU Ø1000 94.17 Prof: 0.99m
EP Ø315
EP
AEP
P3
EP Ø
EP Avaloir 94.13 L 93.90
EC
Rd : 94.08 EP ECL EU << EP 93.88
>
EU
CU
FO EC 95.42 93.61
BT
A ECL P3
BT
95.80 T: 94.41 Eau 95.79 95.68 P3 BT BT
Ø200 EP Avaloir 93.64
AEP
P3
EP T: 94.33 95.99 P3
EU BT
BT
te >
94.26EP 94.67
FO
P3
95.70 EU 94.41 T: 94.15 P3 P3 P3 BT BT
Fonte
CU
Enrob
AEP Prof: 1.43m EP Rd : 92.84 ECL 95.45 P3 P3 P3
EU
P3 P3 BT BT BT 94.24
T: 94.08
EU Rd : 93.25 P3 P3 BT BT
FT
P3
FO
95.79 BT
CU
és P3
ton >>
EP Rd : 93.62 95.95 EU EU P3 P3 BT
Rue Général Silvester
P3
T2 CS1
EU 95.74 P3 BT
Fon
P3
EU 94.26
T2 CS1
P3
94.25
AEP Prof: 1.57m Rd : 93.64
P3
95.81 94.40
BT
CC1 P3
95.35 CC1
EP EU EU P3 BT
T2 CS1
CU
CC1
Prof: 1.08m 95.07P3 EU Ø1000
BT
95.51
CC1
95.23 CC1 CC1 CC1 CC1
EP EU Prof: 0.53m AEP 94.17 95.82 EU Ø200 Fonte >> 95.49 95.44 95.30
P3 P3 P3 P3 P3 Béton
AEP P3
T2 CS1
CC1 P3
95.77 95.62 CC1 CC1
EU AEP AEP P3 P3 BT 94.35 Prof: 0.44m
T2
AEP
CC1 P3 94.24
AEP
AEP P3
T: 94.34
EU
CC1
95.52 BT
AEP AEP BT
FT
CC1 P3
EP BT
BT
P3
EP
95.84 FO CC1 CC1 CC1
EU AEP AEP 95.80 P3 P3 P3 BT BT BT
200
T2 CC1 CC1
AEP AEP 95.04 94.83 P3 P3 BT BT BT BT BT
EP
CC1 P3 BT BT
AEP
94.88 EP
CC1
94.34 94.34 P3 BT
EU Ø1000
AEP
CS CC1 P3
CC1 95.14 P3
Rd : 93.30 Enrobés
FT
P3
CC1
EU CC1 P3 94.03
1
CC1 P3
B
CC1 P3
94.84
P3
CC1
EP BT P3 P3
Eau 94.24
AEP
CC1
95.84
T
CC1 P3 P3
95.70 T2
EU CC1
94.34 EP Ø1000 T: 94.13 BT P3 P3
94.39 << EP
500 Bé
CC1 P3
CC1 96.026m 95.732m Prof: 1.04m
EU EU Ø
P3
EP CC1
96.278m 95.350m P3 P3
BT
T2
AEP
CC1 P3
94.8995.416m 94.55 BT
CS
CU
CC1 P3
EU 96.499m BT
EauBT94.22
EPØ150 Fonte
CC1 P3
94.62 CC1 BT 95.264m P3
FO
1 P3
EU
CC1 P3
95.68 95.67 EP CC1 CC1 96.06 95.90 96.453m 95.853m P3 P3 BT
95.65 T: 94.37 Rd : 93.23 P3 BT
Plo
CC1 BT P3
L
95.86 95.88 EU Ø1000 EU CC1 CC1 P3 P3
CU
CC1 P3
95.86 95.72 EP CC1 95.26
Limite de propriété
>>EC
T2 CC1 CC1 96.21 94.37 BT BT
Eau 94.25
FO
T2
95.67
T2
BT
T2 CC1
Eau Eau 95.40 EU BT 93.81
P3
T2 T2 CC1 CC1 BT BT
95.69 Rd : 92.81 Prof: 0.90m 95.14 BT BT BT BT
CU
T2 CC1
T: 95.73 95.30 T2
EP CC1 BT BT
ts
CS T2 CC1
T2 T2 94.35 CC1 CC1 95.42 94.38 94.30
T2
EU CC1
1
T2
95.91 EP T2 T2 T2
CC1 CC1 CC1 94.90 94.639m 94.33
94.27 94.31
CU
T2 CC1
94.26
béto
95.72
0.0% 0.0%
T2 CC1
0.0%
Plots bé 95.76 Rd : 94.74 EP
T2
EU T2 T2 T2 Prof: 1.56m CC1 T2 CS1
94.18 EP
T2 CS1
EU
T2
AEP Ø4 AEP
AEP
94.80 94.08
te
T2
94.95 94.10
T2
T2
0 Pehd
FT
94.12
0.0%
T2
ton
BT
L EU T2 T2 T2 94.00 95.494m 95.40 94.933m 94.07
CS
EP T2
93.51 94.82
EP
Prof: 0.99m
P3
T2
EP Caniveau Grille
EP Ø
T2
EC
T2
93.90 94.95
Fon
T2
EU T2
<< EP 93.88 93.93
n
94.37 93.87 93.81 93.84
93.73
1
AEP
T2 T2
FT
T2
P3 95.42 BT T2
EP Avaloir 93.61
0.0%
T2
95.99 95.79 95.68 P3 P3 P3
EU BT BT BT T2
94.67 T2 Ø200 93.64 96.06 95.138m
BT
T2
P3 T2 94.703m Rd : 92.85
EP
P3 P3 BT BT T2 T2
T2
3.31% P3 P3 BT T2
Fonte
Limite de propriété
T2
95.45 P3
94.24 95.791m
EU
T2
1.79%
P3
EU
P3 BT BT T2 T2
95.68
P3 P3 P3 BT BT T2 T2 T2 T: 94.08 95.859m 93.95
200
CS P3
FO
BT T2
CU
P3 P3 T2 T2
95.95 EU EU BT 95.99
95.45
1 P3 P3 T2 T2
95.74 2.06%
T2
P3 P3 BT T2 T2
95.81 1.52% EU P3 P3 P3 94.40 T2 T2 T2 94.26
94.25 Rd : 93.64 0.0% 94.48
2% EU EU BT
CU
P3 P3 T2
EU Ø1000
BT
FO
T2
95.07 P3 T2 94.93 93.97
EU Ø200 Fonte >> P3 P3 P3 T2 T2 96.829m 94.09
95.74
P3 Béton T2 T2
95.82
3.8 95.49 95.44 95.30 96.00
Ø
P3 T2
2%
P3 P3 T2
9955.8
P3 BT Prof: 0.44m
T2
1.53% P3 BT 94.24
94.35 T: 94.34 96.14
95.07
P3
95.52 P3 P3 BT BT
0.0%
9 95.80 P3 BT
.9
Alt.: 92.28
23%
JD
P3 P3 BT BT BT BT
CS
EU
P3 BT
CU
95.04 94.83 P3 P3 BT BT BT
9 5
BT
AEP
BT
EU
P3
AEP
P3 P3
95.14
1
Rd : 93.30
FT
.9
P3 Enrobés 0.0%
23%
P3
94.03 0.0%
9 5 .8
P3
B
P3
94.84
94.83
BT P3
Eau 94.24
.80
P3
T
P3
1.5% P3 94.99
Alt.: 92.28
L
BT P3 P3
<< EP
3%.9
94.39
AEP
P3
9 5. .854
96.026m 95.732m P3
Prof: 1.04m
FT
P3
95.350m
94.64
P3
EC
96.278m
94.8995.416m 94.55
2
P3 P3 BT
96.499m
.92
T2
BT 95.264m P3 P3
EPØ150 Fonte
BT
EauBT94.22
EU
EU
P3
3%
BT
EP
P3
96.06
0.0%
P3
0.0%
96.453m 95.853m P3 94.94
9 5.887
95.90 BT
Plo
BT P3 P3
L
CS
P3 P3
3.%92
5
P3
95.26 0.0%
>>EC
BT BT
94.93
96.21 94.37 Eau 94.25 93.77 96.17
1
FO
95.67 93.81
95.49
BT BT BT
9 5.9 9
BT BT
94.5
95.14 BT BT
CU
BT BT
ts b
3.%92
0.0%
0.0%
50.42%
0
0.0%
0.0%
95.42 94.639m 94.38 94.30 94.33 95.961m
95.14
Commande
FO
94.90 94.27
9 5.9 1
1
2
3
94.31
CU
4
5
5
6
7
94.26
8
3.%92
4.
T2
92
ge
éto
4.2
95.79
9
EU
te
94.80 94.08
94.10
955.9.942
10
95.40 94.933m 94.07
11
3.92
CS
CU
95.494m 94.82 94.66
8%
EP Caniveau Grille 9
12
94.95
2%
.2
Fon
93.93
EU
n
93.87 93.81 93.84
93.73
94
1
1.49% 94.37
AEP
93.72
FT
95
94.81
13
96.06 95.138m 0.67%
8
uffa
94.703m
95 6
3.9
.70 Rd : 92.85
3.92%
95.938m
EP
AEP
1.93%
14
95.791m 4.0%
FT
9 .97
EU
EU
93.95 96.18
.8
95.859m 94.918m
%4%
00
3.52% 96.30
T2 CS1
riété
Vide de construction
EP
15
965.99
95.99
94.48 96.19 sous sous-station
6
% .8
16
0.92%
Ø2
94.93
FO
94.09 93.97
96 .01
96.829m
%4.84
96.00 95.88
Cha
17
96.14
FO
96 .03
18
%4.84
EU
0.0%
CU
96.24
EU
Limite de proprié
prop
94.93
96 .05
96.18 95.701m
T2 CS1
CU
96.31
4.84
94.99 0.0% 95.565m 94.79
L
EU
96 .07
AEP
97.181m
FT
EC
4.84
94.03
4.84%
0.0%
0.0%
EU
EU
0.0%
EP
09
eau
94.94 95.89
AEP
FT
VB
4.84%
96.17
96.10
EP
95.06
Limite de
95.961m
96. 2
4.84%
T2 CS1
FO
Commande 0.0% 0.0% 95.414m 95.00
96.40 96.27 0.0% Rampe en béton
ge
95.03
4.84%
96.14
Rés
16%
FO
CU
94.66 96.43 96.29 96.60
4.84%
96.16
EU
0.0%
0.0%
4.96%
6.19%
CU
94.81
94.66
uffa
96.191m
2.99%
95.938m
96.18 0.0%
EU
AEP
FT
EU
EU
1
T2 CS1
96.18
2.99%
96.30 96.19 94.918m
EP
.8
%
AEP
2.99%
96.20
FT
%
96.19 6.17 97.26
EP
94
3.9
2.99%
96.21 95.88
C ha
96.48 95.11
PARKING 45 PLACES
7.01
2.99%
96.271m
96.22
FO
n
96.24
2.99%
96.33
96.23
T2 CS1
VH
94.93
béto
%
FO
96.18 95.701m
CU
96.31 94.79 95.25
2.99%
96.23
té
95.565m
CU
EU
94
97.181m
2.99%
96.24
EU
EU
6%
EU
eau
Plots
2.99%
95.89
AEP
96.25
.9
FT
4.4
2.99%
96.26
EP
96.56
3
AEP
T2 CS1
FT
96.27 6 95.06
3.24%
95.0
EP
96.27 95.414m 95.00
96.40 95.03 95.0 96.41 97.85
R és
96.28
3.24%
FO
96.43 96.29 3 96.60 96.59 96.403m
CU
96.30
3.24%
FO
GT CTA
6.11%
96.191m
9
CU
T2 CS1
6.19
EU
96.31
EU
EU
3.24%
96.71
EU
AEP
FT
96.33
3.24%
97.26
EP
96.49 95.43
AEP
FT
96.34 96.49
% 3.24%
96.48 96.271m 95.11 0.0%
EP
T2 CS1
Caniveau
95.20 96.61
92
96.69
n
Feu rouge montée/descente
96.33
96.35 % 3.24%
béto
95.25 95.25
92
FO
6.89%
.2
96.37
CU
0.0%
FO
0.0%
0.0%
.2
% 3.24
8
CU
EU
EU
96.38
EU
Plots
8
JD
% 3.24
T2 CS1
Siphon de sol
96.56
EU
96.40
AEP
96.75
FT
3.193.24
96.407m
EP
96.4
AEP
97.85
FT
96.41
96.4 1
Rampe en béton
EP
96.58 96.56 96.519m
Plo
6%
3.19%
96.59 96.403m 96.44 95.628m
96.4 3
FO
0.0%
T2 CS1
ts b Zone pleine terre
CU
3.19%
c
Éle
EU
FO
EU
96.53
96.4 4 éto
CU
97.314m
96.71 96.738m
Alt.: 92.28
EU
3.19%
5.96%
95.43 n
96.4 6 95.43
Rue François Bonal
EU
96.49
3.19%
AEP
96.42 96.65
FT
96.49 96.72
T2
96.110m
96 7
EP
5.87%
AEP
9%
FT
96.69
95
CS1
96.656m
96 .48 ton
BT
95
EP
BT
l
96.61 95.74
Légende
3.1
95.65
ona
bé
%
96.66 VB
.2
JD
96 .50 Plots
FO
%19
.2
CU
EU
EU
0
3.
T2
0.0%
0
CU
FO
96.5.52
%19
96.69
CS
96.83
is B
EU
3.
BT
96.75 96.78
1
BT
%19
96.22 96.45 96.407m
96 3 96.62
EU
193.
AEP
FT
96 .55 96.51
T2
EP
96.56 96.519m 95.81
%3.
AEP
96.58
nço
Plo
FT
96.78
96.44
.56 95.628m
CS
96.84
5.57%
BT
2.59
EP
JD
ts b
1
c
96
BT
Éle
FO
EU
EU
96.53 0.0%
éto
CU
%
97.314m 96.61
96.7 96.738m
L
Fra
.58
2.59
EC BT
CU
T2
FO
96.13 n 96 4 96.95 97.00
CS
EU
96.42 96.65 Surface projet : 1 97.000m0.0%
%
96.68 96.73 BT
Merlon existant
1
96.72
.60
2.59
96.110m 96.7296.75 96.79 0.0%
EU
BT
95.74 95.74
AEP
Rue
Code : Merlon existant 96.83
FT
n 96 96.656m
BT
96.51 BT
T2
%
béto
BT
EP
0.0%
AEP
Enr 96.76
0.0%
0.0%
ECL
.62 95.65 96.77
FT
2.59
96.66 Surface : 454.84
ECL
CS
ob
Plots
96.72 VB
EP
és BT
96
1
96.54
EU
Bét
EU
BT
%
FT 3 PVC LST Ø60
F0 3 PVC LST Ø60
CU
on
FO
. 96.69 96.69
2.59
96.69
96 64
96.56
Alt.: 92.28
EP Ø500 Béton >>
96.83 0.0%
EU Ø200 Fonte >>
T2
BT
CU
96.78
AEP Ø150 Fonte
FO
96.70 L BT BT
BT
96.66
9%
96.61
CS
96.62 EC 0.0%
.
EU
1
47.34%
96 67
2.5
96.51
95.81
95
95.81 BT
8
EU
AEP
9%
.2
FT
96.78
T2
96 .69
B
96.84 BT
.2
EP
T
2.5
92
AEP
96.84 97.120m
CS
97.144m
FT
0
1
BT
9%
EU
EU
EP
96.61
96 .71
L ECL
2.5
EC BT
CU
0.0%
BTBT
FO
96.30
T2
96.95 100.078m
9%
97.00
CU
CS
9 6 .73
96.73 97.000m
FO
96.68 BT
2.5
1
96.79
EC
96.7296.75
EU
BT
9%
96.83
L
96.90
96.77 .7
96.51 BT
Surface projet : 11 96.74
2.5
T2
EU
Enr 96.76
AEP
ECL
96
4%
97.69
FT
5
ob
ECL
BTBT
97.73
CS
96.72
EP
Code : Merlon existant
0.0%
és BT
1
AEP
96.54
8.4
.7
FT
Bét
EU
EU
BT
FT 3 PVC LST Ø60
97.062m
F0 3 PVC LST Ø60
Légende
on
7.42%
96.69 96.69
EP
98.011m
96.56
7 Surface : 444.8
T2
EP Ø500 Béton >>
EU Ø200 Fonte >>
CU
AEP Ø150 Fonte
FO
%
BT BT
CS
96.70
96.61 96.66 EC
L 96.97
2.3
1
96.05 96.98
CU
FO
BTBT
97.01 96.91
%
BT
EU
T2
1.49
BT
PARKING 45 PLACES
CS
%
EU
9
AEP
96.84 97.144m 97.120m 96.37 96.53
1
FT
96.50
9 6. 8
57
4.%
97.187m 96.681m
EU
EU
EP
9 6.8
AEP
97.06 97.06
ECL
57
FT
4.%
4 96.30
BTBT
97.05
T2
9 6.8 6
BTBT
EP
96.30 97.440m
0.0%
7%57
CU
9 6.8 7 Terrassement R-1
CS
7%4.
ECL
FO
98.009m
7%4.5
1
EC
9 6.919 96.90 92.28
CU
FO
96.962m
7%4.5
966.93
L
96.74
EU
97.69
%4.5
T2
BTBT
92
96 .964
BTBT
97.73 0.0%
EU
Ø : 15cm
AEP
4.5
CS1
FT
EU
EU
96 .9
0.0%
4.57
97.062m
.2
98.15
>>
4.57%
EP
98.011m 97.35
AEP
96.98
FT
97.11 97.52
8
4.57%
Ea
EP
996.9896.97 Lit de sable : 4cm
te
u 97.65
95.20
10.29%
98.14
T2 CS1
97.01
CU
FO
BTBT
BTBT
Fon
97.01 96.91 CU
10.29%
92
97.04
FO
96.53 96.53
10.29%
97.08 97.12
GNT 0/31.5 : 50cm 99.35
.2
EU
96.37
50.0%
10.29%
50.0%
00
96.50
97.11
10.12%
97.61
8
97.187m 96.681m
EU
EU
10.29%
EU
AEP
97.15
FT
Ø2
97.06 97.06
T2
97.13
BT
BTBT
10.29%
97.05 97.30 CU
EP
97.440m
97.181
BT
AEP
97.33
CS1
FT
100.50
96
Talus
10.29%
EC
ECL
97.25
EU
97.74
EP
5
98.009m L
10.29
97.28
CU
.96
FO
>> 97.3
96.962m
10.2
97 .32 97.86 97.450m
T2 CS1
0
0.0%
FO
10.2
BTBT
%9%9%
97
BT
.2 0 98.023m
Surl R-1
96.05 CU
BT
95
EU
6.77%
97.68 <
95 .2
EU
98.15 97.14 <
95
97.35 EU Ø1000
.2
EU
AEP
96.9597.10 E
FT
97.11
Eau 97.52 U 0.0%
0
EP
T: 97.68
95.20
AEP
Ø
te
T2
FT
97.65 98.14
PTF Kikopluie VH
EU >>
EU 150 CU
BTBT
BT
Fon
Rd : 96.05
EP
CS
CU
BT
10.49%
1
Fo 97.36
nte
0.0%
FO
99.35 Prof: 0.99m EC 98.025m
95
97.12 97.39
nte L 97.861m
00
FO
Fo
T2
97.61
.2
EU
EU
CU
97.13
Ø2
CS
0.0%
0
BT
50
97.13
BT
1
97.30 CU
BT
EU
BT
AEP
97.33
FT
100.67 100.50 EC 97.57
Ø1
EU
97.74 98.05
EP
AEP
FT
L
EP
EP Ø1000
EU
97.86 97.450m 97.89 CU
FO
T: 98.24
BT
EP
BT
96.05 98.023m
BT
CU
BT
EC 97.868m
FO
97.68 < Rd : 96.34 L
97.14 EU Ø1000 < 97.536m
EU
96.9597.10 E 98.57 Prof: 1.90m CU 97.61
T: 97.68 U 98.85
EU
98.88
AEP
Ø
FT
EU >>
99.03
Rd : 96.05 EU 15 CU 98.32
BT
EP
BT
BT
97.64
7.31%
AEP
BT
0 97.39
FT
96.42 99.06
Fo 97.36
nte
98.24
EP
Prof: 0.99m EC 98.025m 99.07
nte L 97.861m 97.39 96.34 CU
FO
96.95 98.49
EP Ø315 Béton >>
98.44
Fo
CU EP 99.08
FO
98.93 ECL
Limite de proprié
101.51
BT
98.59
B
50
BT
98.19 99.36 100.27 97.66
T
98.27
BT
EU
97.57 ECL
Ø1
98.05 99.38 98.59
98.27 CU99.11
EU
5.37%AEP
EP 99.06
FT
97.74
EP Ø1000 99.29 98.95
EP
EU
99.70
B
AEP
CU 101.48
FT
BT
T
97.89 99.41 99.06
EP
EP T: 98.24
BT
BT
EC 97.868m EP CU 99.31 99.82 99.82 98.47
CU
FO
Rd : 96.34 L CU 99.48 99.94 99.49
B
97.536m 99.41 CU 98.92
T
FO
98.57 Prof: 1.90m 97.61 101.44 99.84 99.68
CU 98.85 CU
BT
EP 99.73 99.59 98.10
98.12
EU
98.88 CU 98.00
1.11% 97.82
97
EC
98.32 99.03 101.30 CU 97.92
97.85
BT
99.69
97 CU
EU
97.64 Pelouse
BT
AEP
99.79
<< 99.97
BT
FT
L
96.42 99.28 100.26
CU 99.76
.6
98.24 99.06 99.69
EP
99.07 99.79 CU
.6 EP
AEP
EP
FT
1
96.34 CU 99.91 CU 99.46
99.49
97.66
BT
97.74
4.84%
98.49
96.95
4
EP Ø315 Béton >>
CU
EP
98.44
EP 98.77 Ø50 Réseau Chauffa CU
FO
101.51 98.93 ECL 99.08 101.73 CU
BT
98.59 101.46
B
98.19 99.36 100.27 97.66 101.67 EP
0B 99.97
ge CU
T
98.27
BT
97.78
té
CU
FO
98.74 98.70
ECL 97.74
c
99.38 98.59 100.49
éto Rue CU 99.62
Éle
CU99.11
EU
98.27 EP 99.06 CU
97.74
BT
99.29
n 100.23 99.96 CU
5.91%
E 97.99
98.95
Jean
BT
EU
99.70 100.17 CU
AEP
101.48 P
Ro
FT
BT
98.97
99.41 99.06 97 CU ENEDIS 3x1 98.63
98.64 98.70
EP
99.85 CU 98.75
AEP
che
Vale 50Al + 1x7
FT
EP CU 99.82 99.82 98.72
99.31 CU 98.47 .8 99.87 CU
EP
CU 0Al Abando
0.0%
99.83 98.92
CU99.48 2 EP 98.27
99.94 99.49
ntin
rs
CU EDF
B
EC
99.41 CU 98.92
T
nné - Classe
FO
101.44 99.68 100.67 100.03 CU
. 74
CU 99.84 99.79 EDFCU
BT
99.73 98.10
Limite de proprié 99.59 98.12
L
EP 98.00 Pelouse
CU 101.14 EDF CU B
FO
97.82 100.06
EC
CU
97.78
EP EDF CU
Pelouse
101.30 97.92 99.63
97
99.69 97.85 99.87
té
EU
CU Pelouse 99.79
<< 99.97 99.60 EDF CU
B
99.28
L
100.26
CU 99.76 % 100.57 98.63
T
99.79 CU 99.69
1.15
99.62 EDF CU
EU
99.77
EP
AEP
EP 99.33 CU
FT
99.91 CU 99.49
99.46 EDF
BT
97.74 AEP CU
CU 0.43% EP
EP
99.25 100.18 EDF
Ø50 CU
AEP
101.73 98.77 Réseau Chauffa CU
CU 101.55 99.36 99.59
99.60 100.77 99.53 98.96
AEP EDF CU
EP
101.46 99.26 98.93 CU
EDF
ge
AEP
101.67 EP
0 99.97 CU FT CU
BT
CU 97.78 AEP EDF
Béto
FO
98.74 98.70 99.59 EP FO CU
FT
c
100.49 CU 99.62 99.73 99.75 99.02 AEP
Rue 99.06 98.99 EDF
Éle
CU EP Ø1000 100.73 100.09 FO FT AEP CU
FO EDF
AEP
CU
BT
101.32 99.69 FT
EP n Jean
100.23 99.96 CU 97.99
rs FO FT
AEP
EDF Ø150 Fon
EU
n
100.17 CU T: 100.11 99.93
Roche
98.78 AEP
Ro
98.97 FO
ENEDIS 3x1 te
to
99.85 CU 98.63
98.64 98.70
98.75 102.31 EP 100.03 99.91
FT
FO EDF AEP
CU FT
EC
98.49
Bé
AEP
Rd : 98.27
che
Vale EDF
FT
50Al + 1x7 98.72 AEP
CU
CU 101.33 100.94 FO FT
99.87 99.99 FT 3 PVC FO EDF AEP
EP
98.38
L
99.83 98.92 EP CU 0Al 98.27 Prof: 1.84m 98.76 EU 98.29 FT
ntin
5
Abandonné LST Ø6
AEP
rs
CU EDF 101.18 99.91 FO FT EDF
EC
31
.31
CU EP 99.95 EU F0 3 PVC FO
LST Ø600
100.67 100.03 99.79 EDFCU 100.49 FT
- Classe B 101.84 100.79 99.88 EU EDF
:102
FO
L
101.45
Ø
Pelouse EP Ø1000
101.14 EDF CU
FO
100.06 98.86 EP EU
EP EDF CU
ZS
Pelouse
99.63
EP
99.87 99.60 EDF CU 100.19 T: 98.86 EP EU
100.57 98.63 EP EU
EP
99.62 EDF CU 100.72 100.09 EP EU
<<
Rd : 94.36
EU
99.33 99.77 CU
EDF 100.77 100.12 98.77 EP EU
Roch
99.25 EP 100.18
AEP
EDF CU 100.02
Prof: 4.50m EU Ø1000 EP EU
CU
<< EU Ø200
AEP 98.27
101.55 99.36 99.59
99.60 EDF CU EP EU
CU
100.77 99.53 98.96
AEP 100.38
EP
99.26 98.93 CU T: 98.76 EP EU
EDF
Fonte
AEP 100.11
ers
99.59 FT
FO
AEP EDF CU 98.35 EP EU
99.73 EP 99.75 99.02
99.06 98.99 FT AEP
EDF CU 101.10 101.33 100.60 Rd : 95.46 EP
FO CU
hers
FT 99.28
101.32 99.69 EP Ø1000 100.73 100.09
FO FT
AEP
EDF AEP
AEP
CU
Ø150 Fon
100.59 Prof: 3.30m << EP Ø500 EP
EC
Roc
99.44
99.42
rs FO FT EDF 99.44
Béton EP
n
T: 100.11 99.93 98.78
Roche
AEP
FO
te
to
EP FT EDF 99.42 99.22 EP
L
AEP
102.31 100.03 99.91 FO FT 100.00 100.72 99.56
EC
Rd : 98.27 98.49 99.16
Bé
FO EDF AEP
CU
101.33 100.94 FT 101.32
99.99 98.38 FT 3 PVC FO EDF AEP 101.48 101.32
L
98.76 FT
EP
Prof: 1.84m EU 98.29 100.21
5
AEP
101.18 99.91
LST Ø6 FO FT EDF 100.24
31
EP EU F0 3 PVC
.31
99.95 AEP
LST Ø600
FO
CU
101.84 100.79 100.49 99.88 EU FT
FO EDF AEP 100.12
:102
101.45 99.67
Béton
Ø
EP Ø1000 98.86 EU 99.47 99.45 99.16
EP 98.47
98.65
ZS
EP
EU 100.35
EP 100.19 T: 98.86 EP EU 100.61
EP
100.72 100.09 EP 100.72
EU
<<
100.77 100.12 98.77 Rd : 94.36 EP 99.46
EU
Roch
100.02 99.69 98.51
Prof: 4.50m EU Ø1000 EP EU 99.42
98.27
<< EU Ø200
<< E
EP EU 98.43
CU
100.38
EP
99.79
T: 98.76 EP EU
100.11
Fonte
ers
EU 100.29 99.43
98.35 100.60 EP 100.09
Roch
101.10 101.33 Rd : 95.46 EP
EC
99.28 101.57
hers 100.59 Prof: 3.30m << EP Ø500 EP 100.30
EC
Roc
99.44
99.42
L
99.44
Béton EP
P
rs
ers
EU
99.42 100.29
che
99.22 EP 100.07
L
100.00 100.72 99.56 99.16 100.34
EP 100.67
101.32
101.32
Ro
Ø50
101.48 EP 100.38
EP
100.21
100.24 EP
EP
CU
100.12
Béton
99.67 99.47 99.16 100.43
100.35 99.45 98.47
98.65 100.21
0
100.72 100.61
99.46 100.49 100.43
EU
99.69 100.46 100.25
Béto
98.51
99.42
<< E
98.43 100.27 99.95
EP
99.79
Pelou
100.74
100.43
EP
100.09 100.29 99.43 100.43 100.44
ECL
Roch
100.76
se
EC
101.57 101.86
100.30
n
L
100.57 100.21
P Ø5
100.73
hers
ers
100.34 100.29 100.07 101.74
Roc
100.67 100.58
100.69 n
éto
100.38
100.80
ts b
EP
EP
101.79
100.43
Plo n
00 B EP
100.40
100.21
éto
ts b
100.86
Plo
100.49 102.02
Echelle 1/500
Pelouse
100.46 100.43
100.25
99.99 100.25
100.27 99.95 100.35
e
éton
Pelou
100.74
D
100.43 100.43
100.44 100.99
ECL
EP
100.76
se
ECL
101.86
Echelle 1/500
100.57 100.21 100.50
100.73 n
éto
101.74
101.00
ts b
100.58 100.55
100.69 n
éto 100.80
Plo
100.31
ts b
EP
101.79
Plo n 101.01 100.19
EP
100.40
éto
ts b
100.86
se
Plo
lou
102.02 100.81
Pelouse
100.65
Pe
99.99 100.25
De
100.35 100.58 101.14
100.99
EP
100.86
EP
ECL
ECL
100.50
n 100.35
éto
101.18
101.00
ts b
Plo
TERRASSEMENT PHASE 2 : Lot VRD
- Terrassement RDC (livraison au niveau finie) + Surlargeur + talus
- Terrassement d' une partie des rampes accès RDC vers rue Général Silvester et Francois Bonal (y compris couche de TERRASSEMENT PHASE 6 : Lot GO
forme + enrobé) + talutage - Complément Terrassement R-1 (livraison au niveau finie)
95.65
95.48
95.81 95.37
se
95.33
ou
Pe
lous Pel 94.47
95.91
e 95.40 95.21
95.48 95.20 95.12
95.37 Béton 95.16 95.03
95.81 95.78 95.35 Béton Béton Béton
95.00 94.96 94.84
95.22 Béton
95.33 95.14 95.12 95.06 Béton 94.74
se
95.03 95.00
ou
Pe 95.33 95.16 94.93
Béton
Pel
lous 94.47 95.42 95.09 94.91 94.88
95.91 95.02 94.81
94.84
e 95.40 95.21 95.37 Béton 95.24
95.85
CU
Béton 95.20 95.16 95.12 95.88 94.78 94.33
95.35 Béton Béton 95.03 95.00 94.84 95.47 95.27
95.25 94.69 94.33
95.78 Béton 94.96 L
95.83 95.30 95.22 94.69
95.22 Béton EC Béton 94.54
95.33 95.14 95.12 95.06 94.74 95.96 95.66 94.59
CU
Graviers
95.03 Béton 95.41
95.16 95.00 Béton 95.29
95.42 94.93 94.91 95.71 96.0095.96 95.40 95.25
95.09 94.88
Béton
95.37 95.24
95.02 94.84
94.81 CU 95.78 BT BT
BT
Béton 95.99
95.85 94.33 95.47
Pelouse
95.88 94.78 CU 95.81 Pelouse
95.44 94.62
CU
95.47 95.30 95.27
95.25 94.69 94.33 95.79 95.93
95.98 95.51 94.62 94.64
94.68 BT
94.69
Pi
L 95.40
Pelouse
95.22 BT
EC
95.96 95.66
95.83 Béton 94.54
94.59 95.62 CU95.72 95.72 95.81
95.89
95.99
95.90
95.91 95.86
95.86
FT FT FT 95.38 94.58
Pel
FT 95.20
EP
CU FT ou
Graviers
95.41 95.29 95.82 FT 95.51 94.45
se
95.71 96.0095.96 95.40 95.25
ECL CU 95.72
FT FT 95.10
94.65 BT
BT EP Ø1000
FO
95.88 FTFO FT
Béton
CU 95.78 BT 95.74 95.76
95.88 FO 95.41 FT FT T: 94.16
95.99
95.47
BT
BT
CU
95.76 95.86 FT FO FO FO FT FT
95.28
Pelouse
CU 95.81 95.98
95.93 95.51
Pelouse
95.44 94.62 94.64
94.68
ECL FO FO FO
95.30 FT FT 95.11
BT
BT
EP Pa Rd : 92.78
CU
95.79 95.40 94.62
BT
95.75 95.80 CU FT FO 95.17 95.16 94.51
Pi
FO FO vé
95.15 95.12 AEP
Pelouse
BT
CU95.72 95.89
95.90
95.99
95.91 FT FT Pe 95.73 95.80 95.6895.64 95.44 95.40 FO FO 95.11
95.10 95.06
95.1295.08
95.10
FT FT
94.32
s
Prof: 1.38m
95.62 95.72 95.81 95.86
95.86 FT 95.38 94.58 lous 95.65
ECL 95.00
EP FT
FT 95.82 FT 95.51 95.20 94.96 94.62
BT Béto AEP
FT 94.45 CU 95.39 95.11 FO FO FT 94.60 94.40 n 94.47
AEP
FT e
EP Ø1000 95.73
95.75 95.39 FO 94.58 94.58
BT
94.65
BT ECL
ECL CU FT AEP 94.43 P AE 94.36
AEP
FT 95.10 BT 95.41 FO
<<
L
95.76 FO
95.88 FTFO 95.72 FT FT CU 95.39
95.41 FO FT E
EC
95.74 FO 95.59 FO Béton P
>>
ECL
FT FO Béton 94.37
L
CU
95.76 95.88 95.86 FO FO 95.41 FT FT 95.28 T: 94.16 FO FT FO AEP 94.36Béton
EC
AEP 0 Fonte
ECL
FT FO FT 95.44 95.40
te
FO
BT
ECL 95.30 FT BT
95.69 95.36 95.34 FT FO 94.54 94.54 AEP
FO FT 95.11 BT
EP CU 94.61
FT FO
n
FO Pav Rd : 92.78 94.44
EP
FO 95.25CS1
A2
FT FO
Fo
95.75 95.80 CU FO FT FO 95.17 95.16 94.51 A2 CS1 94.41
FT FO AEP
A2 CS1
FO 95.15 AEP
CU
A2 CS1
95.12 FT 94.32
és A2 CS1 94.39
95.73 95.80 FO 95.11 95.1295.08
95.10 95.06 CU FO EP 94.34
A2 CS1
95.6895.64 94.35
<<
95.44 FO 95.10 FT 95.45 A2 CS1
FO
0
Prof: 1.38m CU
BT
95.65
ECL 95.40 95.00 CU ECL 95.38 A2 CS1 A2 CS1
FT FO
15
A2 CS1
n AEP
FT Béto A94.36
94.96 94.62 CU A2 CS1
AEP
BT
CU 95.11 FO 94.47 FO
A2 CS1
FT
FT
95.39 FO FT 94.60 94.40 CU A2 CS1
FO E 94.30
AEP
A2 CS1
95.75
Ø
95.73 95.39 94.58 94.58 CU ECL A2
94.88 CS1 FT FO 94.39
nte
FO 94.33
BT
ECL 94.43 P AE CU EC A2 CS1
FO P EP 94.33
Ø5
FT AEP 94.36 A2 CS1
AEP
AEP
EU
95.41 FO CU A2 CS1
<<
CU L FT
EU
A2 CS1
95.39
95.41 FO
50 FoAEP
CU FO FT E CU
A2 CS1 A2 CS1
FT FO
AEP Ø11
Béton P 94.36 ECL A2 CS1
>>
ECL 95.59 FT FO 94.37 EP
L
FO AEP Béton CU A2 CS1 A2 CS1
AEP A2 CS1 FO
BT
FT 93.96
Réseau Chauffage CU EP FO
AEP Ø1
A2 CS1
FT FO
EC
A2 CS1
AEP 0 Fonte
>>
ECL
Béton CU ECL CU EP FT94.32 FO
A2 CS1
95.44 95.40 94.61 FT
nte
95.59
BT
CU
EP Ø315
AEP
95.69 95.36 FT FO 94.54 94.54 AEP A2 CS1
FO
Ø2 EU
95.34
00 P
A2 CS1
CU 94.61 FO A2 CS1 94.29 94.27 FO
FT FO
EU
94.44 CU ECL A2 CS1 94.17 FO
EP
FO 95.25CS1
A2
FT FO 94.41 CU A2 CS1
94.12
Fo
A2 CS1 A2 CS1
A2 CS1
FT FO AEP CU A2 CS1
EP FT
BT
A2 CS1 A2 CS1
A2 CS1 94.39 94.34 CU AEP A2 CS1
AE
CU FO EP FT
A2 CS1 A2 CS1
94.35 CU
<<
A2 CS1
CU
A2 CS1
95.45
0
CU FO 94.11FT
00
ECL
BT
A2 CS1 A2 CS1
CU 94.15
E
CU ECL 95.38 A2 CS1
FT FO 94.36 EP A2 CS1
A2 CS1
15
A2 CS1
AEP CU FT
CU A2 CS1 A2 CS1
AEP FO A94.36 95.65
AEP Ø150 Fonte A2 CS1 A2 CS1
P CS1 FT
Béto
FT CU
FT
94.30
CU EP
A2 CS1 A2 CS1
FO EP ECL CU A2 CS1 A2
FT
Ø
CU ECL A2 CS1 94.39 EP A2 CS1
nte FT FO CU
CU EC 94.88 A2 CS1 94.33 EP 94.33 A2 CS1
FT
CU
A2 CS1
Ø5
A2 CS1
AEP FO CU
EU
CU AEP ECL 94.1994.17
Fon
A2 CS1 A2 CS1
FT
EU
CU L A2 CS1
CU A2 CS1
50 FoAEP
BT
A2 CS1
CU
FO
AEP
A2 CS1
CU FO CU EP
94.06
AEP Ø11
CU ECL A2 CS1 A2 CS1
AEP A2 CS1 FT EP FO 95.62 AEP AEP ECL CU
BT
A2 CS1
FT AEP 94.28
FT
CU 93.96
EP FO EU Ø150 Fonte >>EU
AEP Ø1
A2 CS1
95.29 AEP ECL
Réseau Chauffage 95.75 CU 93.85
EP
A2
EP FT94.32
L
CU
>>
CS1
ECL CU A2 CS1
FT FO AEP ECL EUCU
94.61 94.42
95.59 CU FO AEP
Réseau Chauffage
nte
EP 0 F
95.63
AEP
95.35
EP Ø315EP
A2 CS1
FO CU
CU EC
AEP EP
Ø
A2 CS1
00 P
FO 94.29 FO CU
te
Ø
AEP AEP
BT
A2 CS1
94.27 94.17 93.9593.93 93.62 ECL CU AE
EU
CU AEP
A2 CS1
ECL AEP
n
FO
0 Fo
A2 CS1
15
CU CU
A2 CS1 A2 CS1
EP FT 94.12 FO Eau AEP 94.93 AEP94.88 EP EU ECL CU
BT
200
CU CU AEP A2 CS1 A2 CS1 A2 CS1 A2 CS1 AE FT ECL P CU CU
ECL 94.11FT EP Ø1000
Ø20
CU A2
CS1
94.15 95.66 EP CU
E
on
AEP
A2 CS1
EU
FT
94.36 A2 CS1
FT CU
AEP CU AEP
AEP Ø150 Fonte P CS1
A2 CS1
95.65 FT 95.65 CU
te
CU A2 CS1
93.82
Béto
EP Eau
ECL
A2 CS1
ECL CU A2
FT 93.75 EP EU ECL CU
EP
EU
A2 CS1
>>
CU EP FT T: 95.51
BT
A2 CS1
CU ECL
CU
A2 CS1
AEP ECL 94.1994.17 A2 CS1
FT 95.60
Fon
A2 CS1 95.68 95.67 EP EP Ø1000
CU
>> EU ECL
BT
94.67
<<
FO
AEP CU CU EP
94.06 EU Ø1000 94.17
EP Ø315
95.62 AEP AEP AEP ECL CU 94.28 CU AEP Rd : 94.08 EP EU EP Avaloir ECL 94.13
CU
FT
>>
95.75 95.29 AEP ECL CU EU Ø150 Fonte >>EU 93.80 FO Eau 94.26AE
EP
AEP 93.85 93.73
BT
ECL 94.42 95.80 T: 94.41
EUCU
AEP
FO AEP
Réseau Chauffage T: 94.33
nte
95.35 EP
EP150 F
95.63 AEP CU 95.70 94.41
FO
EP EU
Ø
AEP AEP CU T: 94.15
te
AEP AE
BT
ECL
CU
AEP CU 93.49
AEP Prof: 1.43m P
n
0 Fo
AEP 94.93 Enrob EP
Eau AEP94.88 EP EU ECL CU CU CU EU Rd : 92.84
te
Rd : 93.25
FT
ECL P CU 95.79
és
ton >>
95.66 EP Ø1000 CU EP Rd : 93.62
Ø20
EP
Rue Général Silvester
on
AEP
EU EU
FT
CU
T2 CS1 T2 CS1
Fon
95.65
AEP CU AEP Prof: 1.57m
BT
CC1
te
Eau CC1
EP
ECL
ECL CU 95.35
T2 CS1
EP EU CU CC1 CC1
95.23 CC1 EU Prof: 1.08m
EP
CU
>>
94.17
BT
95.60 T: 95.51 ECL CU T2 CS1
95.51 CC1 CC1 CC1 CC1
EP Prof: 0.53m AEP AEP
95.68 95.67
>> EP EP Ø1000 AEP
CC1
94.67 EU ECL 95.77 95.62 CC1
EU AEP
T2
<<
EU Ø1000 CC1
AEP
AEP
AEP
EP Ø315
94.17
AEP
EU
CC1
L
FT
94.13
AEP AEP
CC1
EP
BT
EP
Rd : 94.08 EP EP Avaloir ECL 95.84 FO CC1 CC1
EC EU
CU
CC1
EU
>
00
CC1
FO A
T2
ECL CC1
EP
T: 94.41
BT
CC1
95.80 Eau 94.88 EP 94.34
AEP
CC1
EP T: 94.33 94.34 EU Ø1000
94.26 EP
CS CC1
te >
FO
CC1
95.70 EU 94.41 T: 94.15
1 CC1 CC1 EU CC1
CU
AEP Prof: 1.43m
P3
CC1
AEP EP
Enrob CC1
95.84
2
CC1
EP EU Rd : 92.84 Rd : 93.25 ECL 95.70 T2
EU CC1 CC1
94.34 EP Ø1000 T: 94.13
500 Bé
FT
CC1
95.79
és EP
EU EU Ø
CC1
ton >>
CC1
EP
AEP
BT
T2
Rd : 93.62 CC1
CS
CU
Rue Général Silvester
CC1
T2 CS1
EU EU 94.62 CC1 CC1
FO
Fon
T2 CS1 1
CC1
95.67
BT
AEP
T2 CS1 CC1
95.35 CC1 CC1 CC1 EP EU Prof: 1.57m Prof: 1.08m 95.86 95.88 EU Ø1000 95.65 95.68 EP EU
CC1 CC1 CC1 CC1 CC1 T: 94.37 Rd : 93.23
CU
95.51 95.23 CC1 CC1 CC1 CC1
EP Prof: 0.53m AEP 94.17 95.86 95.72 T2
EP CC1 CC1 CC1 CC1
AEP T2
T2 T2
CC1 CC1
AEP 95.40
BT
T2
95.77 Eau Eau EU
P3
CC1 CC1
CS1
95.62 CC1
EU AEP T2 T2 CC1
T2
CC1
AEP
AEP
AEP 95.69 T2 CC1
Prof: 0.90m
EU
CC1
95.30 EP Rd : 92.81
FT
T2 CC1
AEP AEP T: 95.73
CC1 CS
EP T2 94.35 CC1
EP
BT
CC1 T2
95.84 FO CC1 CC1
EU AEP AEP 1 T2 T2
EU
CC1 CC1 CC1
200
T2 CC1 CC1
AEP AEP EP
T2 T2 T2 CC1 CC1
EP
CC1 CC1
CS
94.88 EP
CC1
CC1 94.34 94.34 EU Ø1000 95.91 95.72 T2 T2 T2 CC1 CC1
1 CC1 CC1 CC1 CC1 EU CC1 Plots bé 95.76 Rd : 94.74 EP
T2
EU T2 T2 T2 Prof: 1.56m CC1 T2 CS1
94.18 EP
T2 CS1
P3
T2
AEP
EP CC1
AEP
AEP
CC1
T2 T2
95.84 94.95 T2
FT
0 Pehd
T2
ton 94.12
BT
95.70 EU CC1 CC1
94.34 T: 94.13 L EU T2 T2 94.00
EP
T2
EP Ø1000
500 Bé
CC1 CC1 T2 T2
EU EU Ø
CS
EP
EP Prof: 0.99m EC
T2
T2
P3
CC1
EP Ø
AEP
T2
T2
BT
CC1
CU
CS
CC1 T2 T2
EU EU << EP
1
94.62 CC1 CC1 T2
FO
1
CC1 BT T2 T2
95.65 95.68 95.67 EP CC1 CC1
Rd : 93.23 95.79 P3 P3 95.42 BT BT T2 T2
EP Avaloir
EU Ø1000 EU
CC1 CC1
T: 94.37 95.99 95.68 P3 P3
EU BT T2
94.67 T2 T2 Ø200
BT
CC1 P3
CU
T2
95.86 95.86 95.88 95.72 EP
CC1 CC1 P3 P3 BT BT T2 T2
T2 T2
95.40 T2 CC1 CC1
T2 P3
95.45 P3 P3 BT T2 T2
94.24 Fonte
BT
T2 CC1 T2
Eau Eau EU CC1 P3
EU BT BT T2
P3
T2 CC1 P3 T2
T: 95.73
CS 95.69 T2
95.30 T2 T2 T2
EP CC1 CC1 CC1 Rd : 92.81 Prof: 0.90m CS P3 P3 P3 BT BT T2 T2 T2 T: 94.08
FO
94.35 P3 BT T2
CU
T2 T2 CC1 CC1 P3 P3 T2
T2
EU T2
1
T2
EU CC1
95.95 EU P3 P3 BT T2
1
CC1 T2
T2
T2 P3
95.91 EP T2 T2 CC1 CC1 95.74 EU P3 P3 BT T2 T2 T2 94.26
94.25
AEP Ø4
T2 CC1 P3
95.72 95.81 94.40 T2
Rd : 93.64
Plots bét T2
EU Prof: 1.56m CC1
EP EU EU P3 BT T2
CU
95.76 Rd : 94.74 T2 T2 CC1 P3 T2
EU Ø1000
BT
EP T2 T2 T2 CS1
94.18 T2 CS1
EU Ø200 Fonte >> 95.07P3 P3 P3 T2 T2 T2
0 PehdP
T2
AEP
T2 T2 P3 P3 T2 T2
94.95 T2
95.30 P3 T2
FT
94.12 95.82 95.49 95.44 Béton
on EU T2 P3 T2
BT
L EP
T2 T2 T2 94.00 P3 P3 P3 T2
Prof: 0.44m
T2
AE
BT 94.24
94.35
CS
T2 P3
Prof: 0.99m 93.51 T: 94.34
EP
BT
P3
T2 P3
EP Ø
95.52
T2
EC
T2
1
EU BT
T2 T2 T2 T2 << EP 93.90 93.88 95.80
P3 P3 P3 P3 P3
BT BT BT BT
BT
CS
95.42 T2 T2 93.61 94.83 P3 P3 BT BT BT BT
95.79 P3 T2
EP Avaloir 93.64 95.04 P3 BT BT
AEP
95.68 P3 BT BT T2 P3 BT BT
P3
Ø200
AEP
95.99 P3
EU 94.67 T2 P3
1
BT
BT
T2
95.14 P3
Rd : 93.30
FT
P3 P3 T2 T2 P3 P3
P3 BT BT T2 P3
P3
Fonte P3
B
T2
T2
95.45 P3 P3 P3 BT BT T2 T2
94.24 94.84 BT P3 P3
Eau 94.24
EU
T
P3 BT T2 T2 P3 P3
CS P3 P3 P3 P3 BT BT T2 T2 T2 T: 94.08 95.732m BT P3 P3 P3 94.39 << EP Prof: 1.04m
FO
P3
BT 96.026m
CU
P3 T2 T2 P3
P3 T2
96.278m 95.350m P3
EU 94.8995.416m 94.55
95.95 P3 BT P3
EU T2 P3 BT
T2
P3
96.499m
1
T2
95.74 EU P3 P3 BT T2 T2 T2 BT 95.264m P3 P3 Ø1 BT EauBT 94.22
EU
P3
P3 94.26
AEP Ø4
94.25
EP 50 Fonte
T2 P3
95.81 EU EU
P3 P3 P3 BT 94.40 T2 T2
Rd : 93.64 96.06 95.90 96.453m 95.853m P3 P3 BT
CU
EU Ø1000
Plo
T2 BT P3 BT
95.07P3 T2 P3
BT
L
CS
P3 T2 P3
EU Ø200 Fonte >> P3 P3 P3 T2 T2 T2 95.26 P3 P3
>EC
95.82 95.49 95.44 95.30 P3 P3 Béton T2 T2 96.21 94.37 Eau 94.25 BT
1
FO
P3 T2
P3 P3 BT 94.35 Prof: 0.44m 95.67 BT BT BT
T2
P3 94.24 T: 94.34 95.14
CU
P3 BT
95.52
ts b
P3 P3 BT BT
95.80 P3 P3 P3 BT BT BT BT BT 95.42 94.38 94.30 94.27
94.33
CS
P3
95.04 94.83 P3 P3 BT BT BT BT BT 94.90 94.639m
te >
94.31
AEP
BT
CU
P3 P3
94.26
AEP
95.14 P3
Rd : 93.30
1
Enrobés
FT
P3
94.03
T2
P3 P3
éto
B
P3
94.84
EU
BT P3 P3
Eau 94.24 94.80
T
P3 P3 P3
BT P3
94.39 << EP 95.40
CS
P3
96.278m 96.026m 95.732m 95.350m
P3 P3 P3 P3 Prof: 1.04m 94.95 94.82 EP Caniveau Grille
94.8995.416m 94.55
Fon
96.499m P3 BT
Ø1 BT
n
T2
EauBT94.22 94.37
1
AEP
BT 95.264m P3 P3
FT
EU
P3
EP 50 Fonte
P3
96.06 95.90 96.453m 95.853m 1.24% P3 P3 P3 BT
BT 96.06
Plo
BT P3
L
P3
CS
94
P3
Rd : 92.85
EP
P3
95.26
>EC
96.21 94.37 BT BT 93.77
Eau 94.25
FO
1
95.67
EU
BT BT 93.81
94.44
95.14 BT BT BT BT BT
CU
BT BT
ts b
T2 CS1
00
.5
95.42 94.90 94.639m 94.38 94.30 94.33 95.99
94.27
te >
94.31 94.48
CU
94.26
7
T2
94.93
FO
Ø2
éto
94.09
EU
94.80 94.08
94.10 96.829m
1.49%
95.40 94.933m 94.07 96.00
CS
95.494m 94.95 94.82 EP Caniveau Grille 96.14
Fon
93.93
n
94.37 93.87 93.81 93.84
93.73
1
JD
AEP
93.72
Légende
FT
CU
EU
96.06 95.138m
EU
94.703m Rd : 92.85
EP
T2 CS1
95.791m
1.24%
EU
94.99
L
95.859m 93.95
AEP
T2 CS1
00
FT
EC
95.99 0.0% 0.0%
EU
94.48
EP
94.94
FO
Ø2
0.0% 0.0% 94.93 93.97
96.00 96.829m
Alt.: 95.20 94.09 96.17 0.0%
94
96.14 0.0%
94.51 0 95.961m
0
T2 CS1
CU
EU
.5
FO
1
2
3
5
4
5
EU
6
7
.5
0.0%
8
4.
1.49%
0.0%
T2 CS1
e
9
94