Pièce
VRD06 COUPES.pdf · 2 950 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.
Plan positionnement coupes projet
95.65
95.48
95.37
95.81
CU
se
ou
Pe 95.33
Pel
lous 94.47
95.91
e 95.40 95.21
Béton 95.20 95.16 95.12
95.35 Béton Béton 95.03 95.00
Béton 94.96 94.84
95.22 Béton
95.12
CU
95.33 95.14 95.06 95.03 Béton 94.74
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
94.78 94.33
95.47 95.30 95.27
95.25 94.69 94.33
95.83 Béton 95.22 94.69
95.96 95.66 94.54
94.59
CU
Graviers
95.41 95.29
96.0095.96 95.40 95.25 EP Ø1000
Béton
95.78 95.99
BT
BT
BT
95.47 T: 94.41
Pelouse
95.81 95.93
Pelouse
95.44 94.62 BT
95.79 95.98 95.51 94.62 94.64
94.68 Rd : 92.84
95.40
Pi
Pelouse
BT
95.89
95.99
95.90 FT FT Pe
95.72 95.81 95.91 95.86
95.86 FT 95.38 Prof: 1.57m 94.58 lous EP Avaloir
FT 95.82 FT FT 95.51 95.20 BT
94.45 EP
CU
ECL CU FT FT 95.10 94.65 BT
e
T: 94.15 EP Ø1000
FO FTFO
L
95.76 95.88 95.72 FT FT Transformateur
EC
CU 95.88 95.86 FO FO 95.41 FT FT 95.28 Rd : 93.62 T: 94.16
95.76 FT FO FO FO 95.30 FT
BT
ECL
FO FO FT FT 95.11 BT
EP Pav Rd : 92.78
95.75 95.80CU FO FT FO FO 95.17
95.15 95.16
95.12 FT 94.51 Prof: 0.53m
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 BT AEP 94.32
és
Prof: 1.38m
95.00
FT 94.96 94.62 BétoAEP 94.47
CU 95.39 95.11 FO FO FT 94.60 94.40 n EP Avaloir
AEP
95.75
95.73 95.39 FO 94.58 94.58 EU Ø1000
BT
CU
ECL 94.43
FT AE 94.36
AEP
95.41 FO AEP P
<<
CU 95.39
95.41 FO FT E T: 94.08
FO Béton T: 94.13
>>
ECL 95.59 94.37 P
L
FO FT FO Béton
BT
FT FO AEP
EC
AEP 0 Fonte
ECL 94.36Béton
95.44 95.40
nte
CU 95.36 95.34 FT FO 94.61 94.54 94.54 AEP Rd : 93.23 Rd : 93.64
FT FO 94.44
E
FO A2 CS1
FT FO
Fo
95.25 A2 CS1 A2 CS1 94.41
FT FO Prof: 0.44m
A2 CS1 A2 CS1 94.39
AEP FO EP 94.34
A2 CS1
CU 94.35 Prof: 0.90m
<<
A2 CS1
0
P Ø EP E P
CU 95.45 FO
BT
A2 CS1
ECL 95.38 A2 CS1
FT
15
CU CU
A2 CS1 A2 CS1 A2 CS1
AEP FT FO FO A94.36 94.30
FT
A2 CS1
CU A2 CS1
FO
Ø
CU ECL A2 CS1
EP 94.39
CU ECL 94.88 A2 CS1 A2 CS1
nt e FT FO FO 94.33 EP 94.33
EU
A2 CS1
AEP FT
EU
CU
CU
A2 CS1
Ø150 Fo
BT
A2 CS1
CU A2 CS1
AEP Ø11
CU CU ECL A2 CS1 A2 CS1 A2 CS1 FT FT EP FO FO
EP
500
CU A2 CS1
AEP FO 93.96
Réseau Chauffage A2
>>
L
CS1
CU EP FT94.32
AEP AEP
FO
CU
A2 CS1
ECL 94.61 A2 CS1
FT
AEP
EP Ø315EP
CU A2 CS1
FO
EC
Ø
A2 CS1
FO CU AEP A2 CS1 94.29 94.27 FO 93.9593.93
EU
A2 CS1
CU ECL A2 CS1 94.17 94.12 FO 93.62
CU CU
A2 CS1 A2 CS1
EP FT FO
BT
200EU
A2 CS1 A2 CS1
ECL CU CU
A2 CS1 A2 CS1 A2
CS1 FT
94.15 94.11FT
CU AEP 94.36 A2 CS1 A2 CS1
FT
AEP Ø150 Fonte CU A2 CS1
FT
Béto
A2 CS1
CU 93.82
EP
A2 CS1
ECL CU A2 CS1 A2 CS1 FT 93.75
BT
ECL CU CU EP A2 CS1 A2 CS1
94.1994.17 A2 CS1 FT FT
Fon
AEP AEP ECL CU CU EP EU
A2 CS1
94.06
95.29 AEP AEP CU CU 94.28 CU
FT
AEP ECL EU Ø150 Fonte >> 93.80
EP
AEP CU 93.85 93.73
FO
ECL AE
FT
FO AEP 94.42 CU
Réseau Chauffage
nte
95.35
AEP AEP AEP EP CU
Ø
te
CU
BT
AEP AEP ECL 93.49
n
CU
15
0 Fo
Eau AEP 94.93
AEP EP ECL P CU CU
0
94.88 ECL CU
Fon
EP Ø1000 CU
Ø20
AEP EP
AEP
CU
CU
BT
95.65 CU CU
te
Eau CU
ECL
EP ECL CU
EP
>>
95.67 95.60 T: 95.51 ECL CU
AEP >> 94.67 EP ECL
<<
EU Ø1000 94.17
EP Ø315
Rd : 94.08 EP ECL 94.13 L
EC
CU
>
FO ECL
BT
Eau
AEP
EP T: 94.33
te >
95.70 94.41
Enrob AEP Prof: 1.43m EP 94.26
ECL
Rd : 93.25
FT
95.79
és
BT
ton >>
EP
FT
AEP
Rue Général Silvester
T2 CS1
F on
T2 CS1
CC1
95.35 CC1
EP
T2 CS1
95.51
CC1 CC1
95.23 CC1 CC1 CC1 Prof: 1.08m 94.17
95.77
T2 CS1
95.62
CC1 CC1 CC1 EP AEP AEP AEP
AEP
CC1
AEP
T2
CC1
AEP
AEP
EU
CC1 CC1
EP AEP
BT
EP
CC1
AEP
95.84 FO CC1 CC1
AEP AEP
CU
200
CC1
Réseau BT existant (alim.commissariat) AEP
T2
CC1
AEP
EP
CC1
CS
94.88 EP
CC1 CC1 CC1 CC1 94.34 94.34
AEP
1
CC1 CC1 à repérer et protéger pendant les travaux
P3
CC1
EP CC1
BT
CC1 CC1
95.70 T2 CC1
94.34
500 Bé
CC1
FO
CC1
EU EU Ø
EP CC1
AEP
T2
CC1
CU
CS
CC1 CC1
1
95.67 94.62 CC1 CC1
95.86 95.88 EU Ø1000 95.65 95.68 EP Réseau BT existant (alim.en attende)
CC1 CC1 CC1 CC1 CC1 CC1 CC1
95.86 T2 95.72 T2 T2 EP CC1 CC1
BT
T2 CC1
Eau Eau 95.40
P3
T2 T2 CC1 CC1
FT
95.69 95.30 T2 T2
EP à déposer CC1 CC1
T: 95.73 T2 CC1
CS
1 T2 T2 T2 T2 T2
Réseau BT existant (alim.en attende) 94.35 CC1 CC1 CC1 CC1 CC1
95.91 95.72 EP T2 T2 T2
à déposer
CC1 CC1
Plots bé 95.76 Rd : 94.74
T2 T2 CC1 CC1
EP EU Ø1000
BT
T2 T2 T2 CS1
EP T2 T2 94.18 T2 CS1
AEP Ø4 AEP
T2
94.95
T2
T2
0 Pehd
ton L T2 T2 94.12 94.00
AEP
T2
CS
EP T2 T2
T: 94.34 93.51
EP
Prof: 0.99m
P3
T2
EP Ø
T2
EC
T2 T2 93.90
CU
1
BT
T2 T2 T2 T2 << EP 93.88 93.61
95.79 P3 P3 95.42 BT BT T2 T2
93.64
95.99 95.68 P3 P3 BT T2
94.67 T2 Ø200 Rd : 93.30 EP Ø1000
BT
P3 P3 T2 T2
P3 P3 BT BT T2 T2
T2 P3 BT T2
Fonte
Limite de propriété
T2
95.45 P3 P3 P3 P3 BT BT BT
T2 T2 T2 T2 94.24
CS P3 P3 P3 BT BT
T2 T2 T2 Prof: 1.04m T: 94.37
CU
P3 P3 P3 T2 T2
95.95 1
EU P3 BT T2 T2
Limite propriété
95.74
T2
BT
P3 P3 BT T2 T2
95.81 EU P3 P3 P3 94.40 T2 T2 T2 94.26
94.25
EU Ø200 Fonte >> EU 95.30
P3
95.07
P3 P3 P3 P3 P3 P3
BT
Béton
T2 T2 T2 T2 T2 T2 T2 Rd : 92.81
95.82 95.49 95.44 P3 P3 P3 P3
T2 T2
BT 94.35
T2
95.52 P3 P3 P3 BT BT 94.24
95.80 P3 P3 P3 P3
BT BT BT BT BT BT Prof: 1.56m
CS
P3 BT
95.04 94.83 P3 P3 BT BT BT BT
AEP
P3 P3 P3 BT
95.14
1
P3 P3 Enrobés
P3 94.03
B
P3
94.84 BT P3 P3
Eau 94.24
T
P3 P3
BT P3
96.026m 95.732m
P3 P3 P3 94.39 << EP
CU
P3
96.278m 95.350m P3
94.8995.416m 94.55 P3 P3 BT
96.499m
T2
BT 95.264m P3 P3
EPØ150 Fonte
BT
EauBT94.22
EU
P3 P3 BT
96.06 95.90 96.453m 95.853m P3 P3 P3 BT
Plo
BT P3
L
CS
P3 P3 P3
95.26
FO
>>EC
96.21 94.37 BT BT 93.77
Eau 94.25
1
95.67 95.14 BT BT BT BT BT BT 93.81
BT
CU
BT BT
ts b
FT
95.42 94.90 94.639m 94.38 94.30 94.33
94.27 94.31
94.26
T2
éto
EU
te
95.40 94.933m 94.80 94.08
94.10
94.07
CS
95.494m 94.95 94.82
Fon
93.93
n
93.87 93.81 93.84
93.73
1
94.37 93.72
96.06 95.138m 94.703m EP Caniveau Grille
EP
95.791m
EU
Rd : 92.85 93.95
CU
95.859m
00
T2 CS1
propriété
95.99
AEP
94.48
FO
Ø2
96.829m 94.93 94.09 93.97
96.00
FT
96.14
EU
EU
T2 CS1
94.99
L
EC
94.03
EU
EP
A
94.94
96.17
AEP
A
Limite de
FO
95.961m
T2 CS1
Commande
FT
e
CU
94.66
ffag
EU
94.81
95.938m
EU
T2 CS1
96.18 94.918m
96.30
EP
u
96.19
95.88
Cha
AEP
FT
96.24
T2 CS1
94.93
CU
96.18 95.701m
FO
96.31 94.79
95.565m
EU
97.181m
EU
eau
95.89
EP
T2 CS1
95.06
96.27 95.414m 95.00
96.40
AEP
95.03
R és
96.29
FT
96.43 96.60
CU
Limite de proprié
96.191m
T2 CS1
EU
EU
97.26
EP
96.48 96.271m 95.11
T2 CS1
n
96.33
béto
95.25
CU
EU
EU
Plots
AEP
T2 CS1
96.56
FO
FT
EP
96.41 97.85
96.59 96.403m
T2 CS1
CU
EU
té
96.71
EU
AEP
96.49 95.43
96.49
T2
FO
FT
EP
B
96.69
CS1
96.61
B
CU
EU
T2
CS
EU
96.75
1
AEP
96.407m
FT
EP
96.519m
T2
Commissariat de police
96.58 96.56
96.44 95.628m
CS
1
c
Éle
CU
EU
96.53 97.314m 96.738m
T2
Rue François Bonal
CS
EU
96.65
1
96.72
FTFO
AEP
96.110m
96.656m
BT
T2
EP
BT
95.74 95.65
96.66
CS
1
EU
CU
96.83 96.69
T2
BT
BT
CS
EU
1
FO
AEP
95.81
T2
BT
EP
CS
1
BT
EU
L
EC BT
T2
96.95 97.00
CS
96.73 BT 97.000m
1
EU
BT
TN Existant
96.83
FT
BT
T2
96.76 96.77
CS
EP
BT
1
EU
BT
CU
FO
T2
AEP
BT BT
CS
L
EC
1
BT
EU
T2
BT
FT
CS
96.84 97.144m 97.120m
1
EU
EP
ECL
CU
T2
BTBT
FO
96.30
C
CS
AEP
1
EC
C
L
96.90 96.74
EU
97.69
T2
FT
BTBT
97.73
Mur voile par passe (hors lot GO)
CS1
EU
97.062m
EP
98.011m
FO
96.97
96.98
T2 CS1
AEP
BTBT
97.01 96.91
CU
EU
96.53
FT
96.50
97.187m 96.681m
EU
97.06 97.06
T2 CS1
BTBT
97.05
EP
97.440m
ECL
FO
Cour Hall RDC
98.009m
AEP
96.962m
T2 CS1
BT
CU
BT
EU
FT
EU
98.15
>>
97.35
97.11
Eau 97.52
EP
T2
EU Fonte
97.65 98.14
BTBT
FO
CS
1
AEP
97.12 99.35
00
Niveau Projet
T2
97.61
Existant AEP
EU
CS
Ø2
FT
CU
BT
97.13
D
1
97.30
BT
97.33
EC
EU
97.74
EP
D RDC = 95.20
L
97.86 97.450m
Ø150
AEP
BT
96.05 98.023m
BT
97.68 <
97.14 <
FO
EU Ø1000
Z de pose : : 95.40
EU
96.9597.10 E
FT
T: 97.68 U CU
Ø
EU >>
EU 150
BT
EP
Rd : 96.05
BT
Fo 97.36
nte
Prof: 0.99m EC 98.025m
nte L 97.861m 97.39
AEP
CU
Fo
50
BT
FO
BT
ExistantTelecom
EU
97.57
Ø1
98.05
CU
EP
EP Ø1000
EU
97.89
T: 98.24
3 x Ø60
BT
EP
BT
EC 97.868m
AEP
Rd : 96.34 CU L 97.536m
98.57 Prof: 1.90m 97.61
FT
98.85
FO
Limite de proprié
EU
98.88
98.32 99.03
Z de pose : 95.42
BT
BT
97.64
96.42 99.06
98.24 CU
EP
99.07
96.34
96.95 98.49
EP Ø315 Béton >>
98.44
EP 98.93 ECL 99.08
BT
BT
98.59 97.66
98.19 98.27 99.36 100.27
CU
98.27 ECL 99.38 98.59
EU
EP 99.11 99.06 97.74
99.29
AEP
99.70 98.95
B
BT
T
99.41
99.06
EP
EP CU 99.31 99.82 99.82
Existant Fibre optique
98.47
CU 99.48
CU 99.94 99.49
B
Echelle 1/500
99.41 98.92
T
101.44 CU 99.84 99.68
CU
BT
98.10
EP CU
Limite de propriété 99.73
99.59
99.59 98.12 98.00 97.82
EC
FT FO
CU
té
101.30 97.92
3 x Ø60
97.85
Réseau EU existant
99.69
EU
CU Pelouse 99.79
<< 99.97
B
L
99.28 100.26 CU 99.76
T
99.69
AEP
99.79 CU
EP
EP 99.91 CU 99.46
99.49
BT
97.74
EP
CU
98.77 Ø 50 Réseau Chauffa CU 99.46
101.73
101.46
101.67 EP
0B 99.97
ge
CU
CU
Z de pose : 95.41 FONTE
BT
98.74 CU 97.78 98.70
c
éto Rue
100.49 CU 99.62
Éle
CU
BT
FT FO
EP n Jean
100.23 99.96 CU 97.99
EU
100.17 CU
200
Ro
98.97
CU ENEDIS 3x1 98.63
AEP
99.85 98.64 98.70
98.75
CU
Vale
che
99.87 CU 50A l + 1x70Al
98.72
EP
99.83 98.92 EP CU 98.27
ntin Abandonné
rs
CU
EC
100.67 100.03 99.79 EDF
CU EDF - Classe B
Fe :94.42
L
101.14 100.06 CU EDF
Pelouse
EP CU
Pelouse
99.87 99.63 CU
99.60 EDF CU 98.63
100.57 99.62 EDF CU
EU
99.33 99.77 CU
EDF CU
99.25 EP 100.18
AEP
AEP EDF CU
101.55 99.36 99.60
99.59 100.77 99.53 98.96 AEP CU
EDF
EP
99.26 98.93 AEP CU
99.59 FO FT EDF AEP CU
99.73 EP 99.75 99.02
99.06 98.99 FO FT EDF AEP CU
EP Ø1000 100.73 100.09
FO FT CU
AEP
101.32 99.69 AEP
FO FT EDF CU
rs 99.93
AEP
Ø150 Fon
n
T: 100.11 FO FT EDF
Roche
98.78
te
AEP
to
102.31 EP 100.03 99.91 FO FT EDF AEP
EC
Rd : 98.27 98.49
Bé
FT
101.33 100.94 FO EDF
Réseau EP existant
AEP
99.99 98.38 FT 3 PVC FO FT
L
98.76 98.29
AEP
Prof: 1.84m EU FO FT
5
101.18 99.91
LST Ø6 EDF AEP
31
EU FO FT
.31
EP F0 3 PVC
LST Ø600
100.79 100.49 99.95 EDF AEP
101.84 99.88 EU FO FT
CU
:102
101.45
Ø
EP Ø1000 AEP
98.86 EP EU AEP
BETON
ZS
EP
100.19 T: 98.86 EP EU AEP
EP 100.09 EU AEP
EP
100.72 EP EU
<<
100.12 Rd : 94.36 EP
100.77 98.77 EU
Echelle X : 1/1
Roch
100.02 EP
Prof: 4.50m EU Ø1000 EU
98.27 EP << EU Ø200
100.11
100.38
T: 98.76 EP
Fonte
EU
EU
500
ers
98.35 100.60 EP EU
101.10 101.33 Rd : 95.46
hers
99.28
<< EP Ø500
EP
Echelle Z : 1/1
CU
100.59 Prof: 3.30m EP
Roc
EC
99.42
Fe :93.59
99.44
99.44
99.42 99.22 Béton EP
EP
L
100.00 100.72 99.56 99.16
EU
101.32
101.32
EP
101.48 EP
EP
100.21
100.24 EP
100.12 EP
Béton
99.67 99.47 99.16 EP
Plan Comp : 93.00
99.45 98.65
98.47
100.35 EP
CU
100.61
100.72 99.46
99.69 98.51
EU
99.42
<< E EP
98.43
EP
99.79
96.25
96.29
96.24
100.09 100.29 99.43
Roch
Z
EC
101.57
100.30
L
P Ø5
rs
ers
100.29
che
100.34 100.07
100.67
Ro 100.38
100.43
Terrain
00 B EP
0.00
11.35
13.83
100.21
100.49
100.27
100.46
99.95
100.43
100.25
D
éton
Pelou
100.74
100.43 100.43
100.44
11.35 2.48
ECL
100.76
se
R-1 = 92.28
101.86
100.57 100.21
100.73
101.74
100.58
n
95.20
95.20
95.10
95.10
95.11
95.20
95.20
96.26
100.69
ts béto 100.80
Z
EP
101.79
100.40 Plo éto
n
ts b
100.86
Plo
102.02
Pelouse
99.99 100.25
100.35 Projet
De
10.03
11.03
13.16
0.00
0.70
5.67
5.88
6.10
100.99
EP
ECL
100.50
n D
éto 101.00
ts b
100.55
Plo
100.31
0.70 4.97 0.21 0.21 3.94 1.00 2.12
101.01 100.19
EP
se
lou
100.81 100.65
Pe
100.58 101.14
100.86
EP
ECL
101.18 100.35
EP Ø1000 98.53 100.70
100.29
T: 100.72
100.72 100.59
Rd : 98.53 98.57 100.78
COUPE CC - Echelle 1/50
Limite propriété
Limite propriété
Sortie Hall RDC
Commissariat de police
Mur voile par passe (hors lot GO)
Niveau Projet TN Existant
TN Existant
Mur voile par passe (hors lot GO)
Existant AEP
Existant AEP
Ø150
Ø150
Z de pose : : 93.80 Cour Hall RDC Z de pose : : 96.13
Réseau EU existant
FONTE
200 ExistantTelecom
Fe :93.54 Niveau Projet 3 x Ø60
Z de pose : 96.15
Réseau EP existant
BETON
RDC = 95.20
500
ExistantTelecom Fe :92.96
3 x Ø60
Z de pose : 93.82 Existant Fibre optique
3 x Ø60 Réseau EU existant
Z de pose : 95.41 FONTE
200
Existant Fibre optique Fe :94.80
3 x Ø60
Z de pose : 93.82
Réseau EP existant
BETON
500
Fe :93.86
Plan Comp : 93.00
97.21
97.20
97.20
Z
Terrain
0.00
10.64
12.94
D
10.64 2.31
Plan Comp : 90.00
R-1 = 92.28
95.20
95.20
95.20
95.20
95.20
95.20
96.58
Z
94.70
94.70
Z
Terrain Projet
0.00
0.38
0.52
9.10
9.17
10.17
12.94
0.00
9.75
D D
9.75
0.38 0.15 8.57 1.00 2.77
95.20
95.20
94.50
94.50
94.50
94.72
94.72
Z
Projet
0.00
0.67
6.01
7.01
7.44
7.44
D
0.67 5.34 1.00 0.43
COUPE DD - Echelle 1/50
COUPE AA - Echelle 1/50
3a, rue du 22 novembre | Strasbourg
mailbox67@architectes-aea.com
03 90 23 58 00 | architectes-aea.com
Société civile professionnelle au capital de 1 000 000 €
APE 7111Z — RCS Strasbourg 810755660 — TVA FR
43 810755660
MAÎTRE D'OUVRAGE
Communauté d'Agglomération Epernay, Coteaux et Plaine de Champagne
Place du 13ème Régiment de Génie
51200 EPERNAY
Limite propriété
BUREAUX D'ETUDES
PINGAT INGENIERIE ID INGENIERIE ALPHA PROCESS
9 rue André Pingat 3a rue du 22 Novembre 1 rue des Alpes
Commissariat de police 51100 REIMS 67000 STRASBOURG SAUSHEIM
Tel: 03 26 97 71 32 Tel: 03 88 62 60 00 Tel: 03 89 33 72 56
Niveau Projet
Cour Hall RDC TN Existant
RDC = 95.20 Mur voile par passe (hors lot GO) ACTE 2 PAYSAGE
24 rue des Erables
67210 Obernai
Existant AEP Tel: 03 88 95 07 52
Ø150
Z de pose : : 94.59
ExistantTelecom
3 x Ø60
Z de pose : 94.61
Réseau EU existant
FONTE
200
Fe :93.99
Réseau EP existant
BETON
Existant Fibre optique 500
3 x Ø60 Fe :93.28
Z de pose : 94.61
Plan Comp : 92.00
95.48
95.52
95.43
Z
Terrain
0.00
8.04
10.73
D
8.04 2.69
95.20
95.20
95.19
95.19
95.19
95.51
Z
Projet
0.00
1.28
6.62
7.62
8.25
D
1.28 5.34 1.00 0.63
COUPE BB - Echelle 1/50 Construction de la Maison de l'Eau
EPERNAY 2024-137
PLANS COUPES PROJET 01/07/2026
PHASE LOT ÉTAGE ÉMETTEUR ÉCHELLE
DCE VRD - PINGAT 1:50 VRD06
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