Pièce
CHOLET - DCE - STR 01 - Plan béton - Fondations.pdf · 4 048 mots · du marché « Construction d'un nouveau palais des sports à Cholet avec salle principale (6000 places), salle annexe, espaces publics… », dossier de consultation officiel.
2 fosse 3 3 2 1
NGF
+70,80b TP TP TP
P9 TP 95x95x65ht Lg 50x60ht 85x85x55ht 75x75x50ht Lg 50x60ht TP
25 Lg 50x105ht As=+71,20 As=+71,20 95x95x65ht
105x105x70ht Ai=+71,00 As=+71,20 Ai=+71,00 P8
As=+71,20 Ai=+70,55 As=+71,20 Lg 50x60 TP
4 t h t
P10 TP Lg 50x88 0h Ai=+71,0
0 95x95x65ht TP
Fosse 95x95x65ht Ai=+70,6 As=+71,20
Lg 30x60ht
TP 80ht As=+71,20 NGF 75x75x50ht
NGF
Lg 50x Lg 5
Lg 30x60ht
+71,60bf As=+71,20
Lg 25x105ht
95x95x65ht
Ai=+71,00
+70,40b Ai=+70,6
8 Lg 50x60ht TP
Lg 25x105ht
TP Ai=+ 0x60ht
80ht
Ai=+71,00
As=+71,20 25 Lg 50x60h TP 71,00 NGF
115x115x80ht Lg 50x
Ai=+71,00 75x75x50ht
25 NGF
Ai=+70,55
t TP +71,10b
Ai=+70,55
0,68 +71,60bf Ai=+71,00 95x95x65ht NGF As=+71,20
As=+71,20 Ai=+7 TP 85x85x55ht
5 TP As=+71,00 +71,60bf 20
95x95x65ht 95x95x65ht 25 As=+71,20
Lg
TP 25
Lg 50x60ht
x60h
t As=+71,20 As=+71,23 Lg 5 Ai=+ 50x6 TP P7
TP 5 71,0 0ht
Lg +271,00 95x95x65ht 0 x6
Ai=+71,00
71,0 0ht
NGF Ai=+ 0 95x95x65ht
Lg 30x60ht
95x95x65ht As=+71,35
Lg 50x6
Ai= TP 0
Lg 50x60ht
+71,60bf As=+71,20
Ai=+70,
As=+71,20 71.60f 71.60f Lg 50x105ht105x105x70ht NGF TP
Ai=+71,00
LgAi=+70,8
+71,60bf 25
Ai=+71,00
NGF NGF NGF Ai=+70,55 As=+71,35
95x95x65ht
0ht
t
88
NGF
x60h
50x
+71,48b +71,48b +71,60bf 25 Fosse As=+71,35
Lg Lg
g 25
0ht
Lg 25x60ht
Lg 30x60ht
+71,60bf
Lg 50x6
60h
6 L Ai= 50x
,00
0 25 25 Ai= 50x
8
71,0 25 NGF
TP 8
P11 Ai=+ 25 +71 60 +70
,80 0ht
Ai=+71,00
Ai=+71,00
Ai=+71
t
TP TP TP TP +71,00b ,00 ht
95x95x65ht CM-N 85x85x55ht 85x85x55ht BN 105x105x70ht Lg 50x60ht TP Lg 30x60ht 25 TP
85x85x55ht
As=+71,35 TP
t As=+71,20 As=+70,40 As=+70,40 As=+71,23 Ai=+70,88 105x105x70ht Lg 30x60ht Ai=+71,00 Lg 50x60ht TP
6 5x6
0h As=+71,23 Ai=+71,00 Lg 50x60ht Ai=+71,00
95x95x65ht NGF 95x95x65ht
TP L g2 0 0ht Ai=+71,00 As=+71,35 +71,60bf As=+71,35 105x105x70ht
Ai=+
71,0 50x6 TP TP 25 As=+71,20
Lg +71,00
Lg 50x60ht
95x280x140ht 85x85x55ht
ht
As=+71,20 Ai= 85x85x55ht TP
71, x60
As=+71,35 Recharge NGF
TP
Ai=+71,00
0ht TP As=+71,23 Lg 30x60ht
5x6 +71,60bf
Lg 30x60ht
Lg 50x60ht
105x105x70ht TP
50
0ht
00
2
Lg 51,0x00
105x105x70ht
LgAi=+70,8
NGF
g
L =+71,00 95x95x65ht 12 Lg 30x60htFosse As=+71,35 75x75x50ht Ai=+71,00 Lg
Ai=+7
Lg 50x60ht
TP CM-M
Lg
Lg 50x6
25 NGF
+
Ai=+71,00
Ai=+71,00
+71,60bf As=+71,35
Ai=
,00
Ai As=+71,35 Ai=+71,00 TP
50x
+71,60bf
Lg 30x60ht
75x75x50ht NGF As=+71,35 Ai= 5
Recharge Lg
Ai=+70,88
NGF
+7 0x
Ai=+71
NGF
t 25
Lg 50x80ht
x60h 0,8 80
60h
+71,60bf +71,00b 95x95x65ht +71,60bf
60ht
As=+71,20 25
8
50 5
Ai=+71,00
TP Ai=
+7 0x6
0 ht
Lg +71,00 NGF
t
TP 10 As=+71,35
Ai=+70,68
NGF
25 71.60f 25 NGF 1,0 0h 25
+71,60bf 95x95x65ht Ai= TP +71,60bf
+71,60bf 0 t
85x85x55ht As=+71,35 85x85x55ht TP NGF
TP TP TP .
As=+71,20 25 71.60f
95x280x140ht
+71,48b 25 95x95x65ht 95x95x65ht 25 7
ht
As=+71,23 TP 95x280x140ht
Lg 50x60ht
71.60f
71, x60
Lg 50x60ht
NGF
+71,48b
As=+71,23 25 95x95x65ht 71.60f TP As=+71,35 As=+71,35
TP As=+71,20
50
NGF
00
Ai=+71,00
t
Ai=+70,88
60h +71,48b TP As=+71,23 NGF 95x95x65ht 85x85x55ht
Lg
25x 00 25 Recharge P6
+
TP
Ai=
105x105x70ht +71,48b As=+71,35 As=+71,35
Lg i=+70,9
25 t
10. Lg i=+71, As=+71,35 Lg 50x60ht
50x
60h
Recharge
12 95x95x65ht NGF
60h
t
A
A TP Lg =+70,88 25 +71,60bf
50x
50x 8
Ai=+71,00 As=+71,35
12 0
Lg i=+71,0
60h
TP 105x105x70ht Ai 25
TP A
0ht
t
As=+71,23
Lg 30x60ht
Lg 30x60ht
Lg 50x60ht
95x280x140ht
75x75x50ht Lg 50x60ht
Lg 50,0x88
Lg 50x6
NGF
TP TP TP
Ai=+7
71.60f As=+71,35
,00
Ai=+70,98
Ai=+71,00
Ai=+71,00
+71,60bf 71.60f
t
As=+71,20 NGF
1,0 0h
Ai=+70,94
Ai=+71
LgAi=+70,6
t NGF 105x105x70ht 105x105x70ht 95x95x65ht +71,60bf
+7 x6
NGF
0h +71,50b 32 TP
Ai= 50
x6 As=+71,28 As=+71,23
0
TP +71,48b As=+71,35
60ht
50x
5
2 0 25
Lg 25x60ht ht ht 105x105x70ht
Lg
Lg 1,0 25 75x75x50ht Lg 25x60ht Lg 25x60ht x60 x60
80h
TP 25
+7
CM-L
8
As=+71,20
Ai= As=+71,23 0ht Ai=+71,00 50 50 0
t
Ai=+71,00 Ai=+71,00 0
25x6 Lg i=+71,0
Recharge
95x95x65ht Lg 50x60ht LgAi=+71,
NGF Lg 0
71.60f 71.60f Lg 50x60ht Lg =+71,00
BN
As=+71,20 Recharge +71,60bf 25 x A
Lg
Ai=+70,87
71,0 60ht
NGF Ai=+
TP NGF Ai=+70,94 10 Ai TP
Lg +71
Ai=
t +71,58b TP 71.60f
12 25 0
50 80
P12 +71,50b TP TP NGF
Lg 25x60ht Lg 25x60ht Lg 25x60ht
+7
0h
Ai=
85x85x55ht Lg TP 105x105x70ht
50 0
NGF
x80
0,
5x6 25 As=+71,23 105x105x70ht
25 105x320x160ht TP TP TP TP +71,60bf
x6
+71,53b Recharge Ai= 50 95x95x65ht Ai=+70,92 Ai=+70,92 Ai=+70,92 As=+71,35
2 0
,0
ht
As=+71,23 +7 x6 95x95x65ht TP
0h
,0 85x85x55ht 95x95x65ht 85x85x55ht 75x75x50ht
Lg Ai=+71 As=+71,35 0,8 0h 25
ht
As=+71,26
Lg
t
27 t ht As=+71,22 TP
+70 60
NGF 7 As=+71,22
5 5x60
As=+71,22 As=+71,22 25 As=+71,30 95x95x65ht TP
Ai= 50x
+71,60bf x
g 2 Ai=+
70,9 60ht 95x95x65ht
,93
71.60f As=+71,35
L =+70,92 95x95x65ht
LgAi=+71,
2
NGF
32 TP
t
As=+71,35
Lg
Ai
0,8 0h
NGF
TP +71,60bf Lg t As=+71,20
+7 x6
LgAi=+71,
60h
50
85x85x55ht +71,52b NGF
Recharge Ai= 50
Ai= 50
50x
71.60f
x60
8
85x85x55ht 25 +7 x6
NGF
As=+71,23 +71,60bf
00
50 00
0,9 0h +71,60bf 30 0 Ech:1/20 LEGENDE
Lg
LgAi=+71,0
ht
As=+71,20 NGF
t Détail pied de façade GBE
x6
4
4 5 25
Lg4
+71,53b TP
0h
30
t
Lgi=+70,80
TP
Lg 50x80ht
Recharge 71.60f 50x80h 27 75x75x50ht P5 Béton porteur
BN
A
Ai=+70 t TP
Recharge TP 24 75x75x50ht TP TP TP As=+71,30
5
,67
Ai=+70,72
NGF
10 17 30
0x8
TP ht
5 +71,52b 71.60f 95x280x140ht NGF As=+71,23
Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 75x75x50ht Lg 50x60ht L g 50x60 GBE
0ht
5 Recharge As=+71,28 +71,60bf As=+71,23 As=+71,22 As=+71,22 As=+71,22 105x105x70ht Ai=+71,
00 NGF
Lg 50x60ht
Lg 50x80ht
Ai=+70,94 Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,94
ht
NGF
25 ht +71,60bf
t
TP g 50x60
Ai=+ 0x60
As=+71,35
1,0 0h
+71,58b Lg 50x6 TP 32 L
+7 x6
Ai=+70,98
Ai=+70,68
2 0ht 25 TP
0
95x95x65ht 00 Béton non porteur
Ai=+71,
CM-K
Ai= 25
71,0
Ai=+70 95x95x65ht
25
5
0
,87 TP
Lgi=+71,00
71.60f As=+71,35 85x85x55ht Voile béton
Lg
Lg
As=+71,26
A
NGF
Lg 50x6 0ht 105x105x70ht As=+71,20 Isolant ep 170mm
Lg 51,0x006
50x
+71,53b 0ht TP As=+71,35
Agglos
71.60f Ai=+70
24
60h
71.60f ,87
125x75x50ht Ai=+7 Parement extérieur en
15
25 NGF NGF 71.60f
t
NGF NGF béton ep 100mm
As=+71,28 NGF NGF
Béton impact
Lgi=+71,00
+71,58b +71,60bf +71,58b +71,60bf NGF
+71,60bf +71,60bf 10 5 12 30
A
TP TP TP TP TP TP TP 71.60f +71,52b Isolant ep 50mm
25 30
50x
95x95x65ht 32 32 NGF
7Marches en 30 25 Agglos impact
85x85x55ht Lg 30x80ht 105x105x70ht Lg 30x80ht 85x85x55ht 95x95x65ht 85x85x55ht Lg 30x80ht 85x85x55ht
6 30 0ht
60h
Lg +70,80
+71,53b NGF
As=+71,20 As=+71,23 As=+71,23 As=+71,23 As=+71,23 As=+71,23 As=+71,23 NGF
TP 0x6
Ai=
g5 0
Ai=+70,63 Ai=+70,68 Ai=+70,68 +71,60bf Fenêtre
t
TP 27 +71,60bf
TP recharge L 71,0 Seuils, Allèges, relevés,
50x8
TP 32 TP TP TP 125x75x50ht TP TP Ai=+
105x526x160ht Lg 50x80ht 95x280x140ht Lg 50x60ht 95x95x65ht TP 25 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht Lg 50x60ht As=+71,30 95x95x65ht 105x105x70ht acrotères
Lg 50x60ht Lg 50x60ht Lg 50x60ht
0ht
As=+71,25 As=+71,28 As=+71,23 As=+71,22 As=+71,35 As=+71,35
Ai=+70,67 Ai=+70,87 Ai=+70,94 Ai=+70,92 As=+71,22 Ai=+70,92 Ai=+70,92 Ai=+70,94
TP As=+71,26 As=+71,28 Ai=+71,00 Ai=+71,00 Ai=+71,00
,00 0ht
Lg 40x80ht Lg 40x80ht Lg 40x80ht Recharges
85x85x55ht
CM-J
Ai= 25x6
G Ai=+70,72 Ai=+70,72 71.60f Ai=+70,72 As=+71,23
G
Recharge Lg 50x60ht 10 5 30
+71
Lg 50x60ht TP TP TP TP Suspentes prédalles
Lg
NGF
71.60f
Recharge TP Ai=+71,00 95x95x65ht x60ht 75x75x50ht 12
Lg 40x80ht
+71,52b
5 Ai=+70,87 75x75x50ht 85x85x55ht TN Caniveau inox
25
NGF
As=+71,22 As=+71,30 105x320x160ht As=+71,20 Lg 25 0,85
As=+71,00
Lg 25x25ht
Recharge +71,53b
Ai=+70,70
Ai=+7
Isolant ep 50mm
10 As=+71,35
25 Trémies
TP TP TP 25
Ai=+70,75
5 71.60f Parement extérieur en
Lg 50x60ht
Lg 50x60ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 71.60f NGF
NGF NGF NGF NGF
béton ep 100mm
As=+71,27 As=+71,27 As=+71,27 NGF +71,60bf
60
TP
Ai=+71,00
Ai=+70,94 Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,92 71.60f Isolant ep 170mm
+71,53b +71,60bf +71,52b +71,60bf +71,60bf NGF Réservations
95x95x65ht NGF
NGF 32 Recharge 30 30 30 25
+71,60bf 25 Voile béton
27
Lg 5700,80
As=+71,20 +71,50b +71,60bf
25
Ai=+
TP
20
Pied de façade pour PC Plancher collaborant
Lg 40x80ht
75x75x50ht 25 32 5 soutenir le GBE
x
TP
Ai=+70,72
80ht
As=+71,27
TP Recharge TP TP TP TP TP TP TP TP 10 17 30
Lg 25x025
TP 105x320x160ht
Ai=+70,6
TP Lg 50x80ht 105x320x160ht Lg 50x60ht 95x95x65ht Lg 50x60ht 95x95x65ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 95x95x65ht Lg 50x60ht As=+71,35 Lg 50x60ht 95x280x140ht
5 ± 0,00 = + 71,60 NGF
Ai=+7 x60ht
75x75x50ht 71.60f Ai=+70,67 As=+71,28 Ai=+70,87 As=+71,26 Ai=+70,87 Ai=+70,94 As=+71,23 Ai=+70,92 As=+71,22 Ai=+70,92 As=+71,22 Ai=+70,92 As=+71,22 Ai=+70,94 As=+71,30 Ai=+71,00 As=+71,35 Ai=+71,00 Ai=+71,00 As=+71,35
As=+71,28
NGF As=+71,27 NGF
1,00
CM-I
Lg 25
F +71,60bf Lg 50x60ht F
ht
+71,52b
Ai=+71,00
TP
25 25 TP 105x105x70ht
105x320x160ht Lg 50x60ht As=+71,20
As=+71,25 Ai=+71,00 TABLEAU DES BETONS
71.60f
Lg 50x6
Ai=+71,
TP TP TP NGF 71.60f
Lg 40x80ht
Lg 50x60ht
Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht
71.60f +71,53b NGF NGF NGF NGF
Utilisation Classe Classe de Enrobage
00
NGF NGF
Ai=+70,70
NGF
Ai=+71,00
As=+71,27 As=+71,27 As=+71,27 NGF +71,60bf +71,58bf +71,52b +71,60bf d'exposition résistance
TP Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,92 27 Lg 25x25ht
0ht
+71,50b +71,60bf
+71,60bf +71,60bf NGF TP
95x95x65ht 25 32 25 30 30 25 +71,60bf Ai=+70,75
75x75x50ht
As=+71,20 32 30 Fondations, radiers, dalles en C30/37
As=+71,00 XC2 / XA1 / XF1 5 cm
25 contact du sol et longrines
Lg 40x80ht
TP Marches en (sauf indication contraire sur plan)
recharge
TP
Ai=+70,72
75x75x50ht TP 95x95x65ht Murs et poteaux enterrés ou C30/37
As=+71,27 TP TP TP TP TP TP TP TP TP As=+71,20 partiellement enterrés
XC2 / XA1 / XF1 5 cm
Lg 25x60ht
(sauf indication contraire sur plan)
Lg 50x80ht 105x320x160ht Lg 50x60ht 95x95x65ht Lg 50x60ht 95x95x65ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht Lg 50x60ht 85x85x55ht Lg 50x60ht 95x95x65ht Lg 50x60ht 95x280x140ht Lg 50x60ht
105x105x70ht Lg 50x60ht
As=+71,35 As=+71,26 As=+71,35 As=+71,23 As=+71,22 As=+71,22 As=+71,30 As=+71,35 As=+71,35 Ai=+70,93 As=+71,35
Ai=+71,00
71.60f Ai=+70,70 Ai=+71,00 Ai=+70,92 Ai=+70,94 Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,94 Ai=+70,98 Ai=+70,93 Ai=+71,00 Murs, poteaux, dalles et C25/30
NGF NGF
XC1 3 cm
poutres protégés
E +71,60bf +71,52b CM-H TP
E (sauf indication contraire sur plan)
25 25 TP TP Murs et poteaux non protégés XC4 / XF1
C25/30
4 cm
105x415x160ht 85x85x55ht (sauf indication contraire sur plan)
As=+71,22 95x280x140ht
As=+71,25 As=+71,20
Lg 40x80ht
TP TP TP TP TP Recharge Recharge
Ai=+70,72
95x95x65ht Sismicité
75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 71.60f 71.60f
20 71.60f 20 71.60f 71.60f ACIERS
Lg 40x80ht
As=+71,20 As=+71,27 As=+71,27 As=+71,27 NGF NGF NGF
As=+71,27 Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,92 NGF
NGF
NGF NGF NGF NGF NGF
+71,60bf +71,60bf NGF
Lg 50x60ht
+71,60bf +71,58b NGF
+71,50b +71,60bf +71,60bf +71,58b +71,60bf • Zone 3
Ai=+70,70
+71,52b +71,60bf +71,53b TP
Lg 25x25ht
D 32 32 25 D Fyk = 500 MPa
Ai=+71,00
25 32 30 30 30 25 25 25 85x85x55ht • Ouvrage de catégorie d'importance III
25
Ai=+70,75
13
As=+71,35
• Ductilité DCM
Classe de ductilité B • Classe de sol C
TP Recharge Recharge
Recharge 105x415x160ht TP TP
71.60f TP TP TP TP TP TP TP TP TP TP
105x415x160ht 10
As=+71,25
Lg 30x60ht 105x320x160ht Lg 30x60ht 2 Lg 30x60ht 95x95x65ht Lg 30x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 30x60ht 105x105x70ht Lg 30x60ht105x105x70ht 105x105x70ht2 Lg 30x60ht 105x320x160ht Lg 30x60ht 105x105x70ht Lg 30x60ht Lg 25x25ht Securité incendie
Lg 25x60ht
NGF
NGF As=+71,35 As=+71,23
Ai=+71,00
As=+71,25 Ai=+71,00 As=+71,33 Ai=+71,00 Ai=+71,00 Ai=+71,00 As=+71,23 As=+71,22 As=+71,22 Ai=+70,92 As=+71,22 Ai=+71,00 As=+71,30 Ai=+71,00 As=+71,23 Ai=+71,00 As=+71,23 Ai=+71,00 As=+71,23 Ai=+71,00
+71,60bf +71,52b Ai=+70,92 Ai=+70,92 Ai=+70,75 TP
C 25 25 CM-G
D C 75x75x50ht
• Stabilité au feu : SF 1H30 (sauf locaux à risque important SF 2H)
CM-G' Marches en
TP
As=+71,00
Lg 30x60ht Lg 30x60ht Lg 30x60ht Lg 30x60ht Lg 30x60ht Lg 30x60ht Lg 30x60ht Lg 30x60ht Lg 30x60ht 115x115x80ht • Resistance au feu : CF 1H30 (sauf locaux à risque important CF 2H)
Ai=+71,00 Ai=+71,00
TP Ai=+71,00 Ai=+71,00
recharge
Ai=+71,00 Recharge Ai=+71,00 As=+71,20
Ai=+71,00 Ai=+71,00 Ai=+71,00
5ht
TP TP TP TP 105x105x70ht
Lg 25x2
Lg 40x80ht
Lg 40x80ht
As=+71,26
75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 12
5
Lg 30x60ht
HYPOTHESES GEOTECHNIQUES
Ai=+70,7
As=+71,27 As=+71,27 As=+71,27 As=+71,27 71.60f
TP
Ai=+70,72
Ai=+70,80
Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,92 71.60f 71.60f 71.60f 71.60f
1 TP 1
Ai=+71,00
NGF NGF NGF
NGF
NGF
+71,60bf +71,60bf NGF NGF NGF
+71,53b
NGF NGF 95x95x65ht
95x95x65ht +71,50b +71,58b +71,60bf +71,52b +71,60bf +71,60bf
As=+71,20
+71,48b 71.60f As=+71,20 • Les hypothèses géotechniques ont été établies selon l'étude
25 32 25 25 30 30 30 25 25 25 Recharge
NGF
géotechnique G2 PRO de GEOTECHNIQUE ind A du 25/06/2025
+71,48b
TP Recharge
95x280x140ht 12 25
TP TP TP TP • Type de fondations: Pieux forés à la tarière creuse
As=+71,25 TP TP TP TP TP TP TP TP 5
71.60f
Lg 50x80ht 95x280x140ht Lg 50x60ht 95x95x65ht Lg 50x60ht 95x95x65ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 85x85x55ht Lg 50x60ht 95x95x65ht Lg 50x60ht 115x115x80ht 85x85x55ht Lg 50x60ht 95x95x65ht Lg 50x60ht
60ht
NGF
NGF
+71,60bf +71,52b Ai=+70,70 As=+71,28 Ai=+70,93 As=+71,26 Ai=+70,93 As=+71,28 Ai=+70,94 As=+71,23 Ai=+70,92 As=+71,22 Ai=+70,92 As=+71,22 Ai=+70,92 As=+71,22 Ai=+70,94 As=+71,30 Ai=+70,93 As=+71,23 Ai=+70,88 As=+71,23 As=+71,23 Ai=+70,88 As=+71,23 Ai=+70,88 • Dalle basse traitée en dalle portée
Lg +271,00
Lg 30x
,00
CM-F
Ai=
B 25 B
Ai=+71
25
• Préconisations particulières, voir étude géotechnique.
5x60h
Lg 25
TP Lg 50x60ht x2
Ai=+7 5ht
0,75
t
95x280x140ht Ai=+71,00
TP TP TP TP Lg 50
As=+71,25
Ai=+7x 60ht NOTA :
Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 75x75x50ht Lg 50x60ht 71.60f 71.60f 71.60f 0,88 TP
As=+71,27 As=+71,27 As=+71,27 71.60f
TP Ai=+70,92 As=+71,27 Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,92 NGF NGF NGF NGF 71.60f 71.60f NGF
NGF NGF
NGF
71.60f TP 75x75x50ht Les plans guides de structure définissent les principes structurels des
95x95x65ht +71,50b +71,60bf +71,58b +71,60bf NGF NGF NGF NGF +71,58b +71,60bf +71,48b
+71,60bf
TP 85x85x55ht TP As=+71,10
As=+71,20 +71,53b +71,60bf +71,52b +71,60bf NGF
As=+71,23 95x95x65ht ouvrages qui répondent aux contraintes architecturales, techniques et
Lg 40x80ht
25 32 32 32 25 25 25 25 75x75x50ht +71,48b
As=+71,20 de synthèse.
25 30 30 30
Lg 40x80ht
As=+70,40
25 TP
Ai=+70,80
71,00 ht
Les dimensionnements sont donnés à titre indicatif.
60
Ai=+70,72
95x95x65ht
0x
Recharge Recharge As=+70,40 Ces documents sont des compléments aux pièces marché du projet.
Lg 3
Recharge
TP TP TP TP TP
Ai=+
TP TP TP TP 71.60f
TP
Lgi=+71,00
10 95x280x140ht 95x95x65ht 85x85x55ht 85x85x55ht 105x105x70ht 12 12 NGF
Lg 50x80ht Lg 50x60ht Lg 50x60ht Lg 50x60ht Lg 50x60ht Lg 50x60ht Lg 50x60ht Lg 50x60ht Lg 50x60ht Lg 50x60ht
A
95x280x140ht 85x85x55ht 85x85x55ht 85x85x55ht 75x75x50ht
+70,40b TP
2
As=+71,28 As=+71,26 As=+71,28 As=+71,23 As=+71,22 As=+71,22 As=+71,22 As=+71,30 As=+71,23
t
5x6
As=+71,25 Ai=+70,73 Ai=+70,93 Ai=+70,98 Ai=+70,94 Ai=+70,92 Ai=+70,92 Ai=+70,92 Ai=+70,94 Ai=+70,98 Ai=+71,00 Ind Date Modification Dessin
Ai=+ 5x25h
85x85x55ht
TP TP TP TP TP TP 9 8 25 NGF
0ht
Lg 40x80ht
Lg 40x80ht CM-E As=+71,20 A 22/05/2026 Diffusion DCE CMN
5
A +71,60bf A
70,7
105x105x70ht 95x95x65ht 85x85x55ht 85x85x55ht 85x85x55ht 85x85x55ht
Lg 2
Ai=+70,72 Ai=+70,72 Recharge
As=+71,27 As=+71,27 As=+71,27 As=+71,27 As=+71,27 As=+71,27 TP TP 25
ht
71.60f
ht
Ai=+ 0x60
TP 2 NGF
TP 85x85x55ht TP 105x105x70ht
Ai=+ 50x60
71.60f NGF NGF
+71,60bf
0
+71,60bf 71.60f As=+71,22 As=+70,40
71,0
95x95x65ht 71.60f +71,58b
0
NGF 75x75x50ht
3
Marches en 75x75x50ht NGF
71,0
NGF
+71,58b 32 +71,60bf TP
Lg
As=+71,20 NGF As=+71,26
71.60f 25 recharge As=+71,30 25 Lg 50
Lg
Lg 30x80ht Lg 30x80ht Lg 40x80ht Lg 30x80ht +71,53b TP
+71,52b
TP x6 TP TP Lg
NGF
TP 27 0ht 0ht 25 85x85x55ht
Lg 50x80ht
Lg 50x6 2
Lg i=+71,0
Ai=+70,80 Ai=+70,72 Ai=+70,72 Ai=+70,80 Recharge 30 Ai=+71
,00 75x75x50ht Ai=+ 5x25
0ht
+71,52b 71.60f 27 NGF 85x85x55ht 85x85x55ht 95x95x65ht As=+70,40
TP ht
A
NGF NGF NGF 95x95x65ht 98 As=+71,35 70,7
Ai=+70,80
Ai=+70,
NGF
+71,60bf 5
Construction du nouveau Palais des Sports
25x
50x6
+71,60bf +71,60bf +71,60bf As=+71,23 As=+71,22 As=+71,35
25 NGF As=+71,26 TP TP 16 TP +71,60bf Lg 95x95x65ht
1,00
50x60ht Lg 25x60ht
60h
+71,58b
Lg 30 Lg 25x60ht TP Lg 25x60ht 5
0
25 25 32 TP 170x85x55ht 170x85x55ht TP 0 As=+71,20
BN
170x85x55ht Ai=
+71 x60h TP
7
30
Ai=+
Lg
t
Recharge 93 Ai=+70,92
TP TP TP 25 Ai=+70, As=+71,22 Ai=+70,92 170x85x55ht Ai=+70,92 As=+71,22 ,00 t
TP Lg 50x60ht75x75x50ht Lg 50x60ht
Recharge
Lg 50x60ht 85x85x55ht
85x85x55ht Lg 50x60ht Lg 50x60ht
95x280x140ht
As=+71,25
5
Recharge
TP
As=+71,23
As=+71,22
TP Lg
85x85x55ht
As=+71,20 TP Ai= 50x
Lg
TP
75x75x50ht
As=+71,10
Cholet
8 80ht 2 75x75x50ht Ai= 50 85x85x55ht +71,00 60ht
Ai=+71,00 As=+71,35 Ai=+71,00 Ai=+71,00 As=+71,35 Ai=+71,00 As=+71,35 Ai=+71,00
Lg 50x CM-D 75x75x50ht +7 x60
ht
75x75x50ht TP As=+71,26 Lg 25x60ht Lg 25x60ht Lg 25x60ht 1,0 ht 95x95x65ht
+71 60
3 71.60f As=+71,30 0 As=+71,35
Ai=+70,7 As=+71,20
Ai= 50x
As=+71,20 NGF Ai=+71,00 Ai=+71,00 Ai=+71,00
, 00
105x105x70ht Recharge
+71,58b ht Lg Plan béton - FONDATIONS
Lg 50x80ht
As=+71,25 NGF
Lg
Lg
TP Lg NGF 60 Ai= 50 +71,60bf
3 32 A i= 5 NGF 0x +7 x6 TP
Ai=+70,80
Ai= 50 +71,60bf 5
TP 85x85x55ht +7 x6 NGF +7 0x +71,60bf ,0 0 1,0 0h Echelle: Date de diffusion:
1,0 60 Lg 71 0 t 25 105x105x70ht P4
,75 5ht
1,0 0h +71,60bf NGF
75x75x50ht As=+71,35 0 t t 0 ht 30 iA =+
60h
Recharge 1:100 Septembre 2026
2
30 As=+71,35 +71,60bf
ht
Ai= 25x
Recharge
50x 0 TP Lg
+70 0x80
As=+71,20
TP 25
Lg Ai=+7
Recharge
25
+70
TP 10 LgAi=+71,0 Ai= 50
Lgi=+70,98
95x95x65ht
, 80
0ht
Lg
5
75x75x50ht Lg 50x60ht TP TP +7 x6
25 ,00
2 TP TP 50x6
A
As=+71,35 1,0 0h
NGF
8
x6
Lg
95x95x65ht BN
1
As=+71,35
Lg =+71,00 0 t
50x
75x75x50ht
Ai=
Lg 50x60ht 95x95x65ht Lg 50x60ht Lg 50x60ht
0h
+71,60bf Ai=+71,00 85x85x55ht 95x95x65ht
5 As=+71,25 5
t
Ai
60h
As=+71,30 As=+71,30 Ai=+71,00 As=+71,30 Ai=+71,00 As=+71,30 Ai=+71,00
25 TP Lg
t
TP
ht
NGF
TP
1,0 x60
+71,50b 95x95x65ht Lg Ai= 50
+7 x6 105x320x160ht
t
50 125x75x50ht
Ai= 50
1,0 0h NGF
1,0 0h
As=+71,26 Lg
0
x
71,0 60ht
Ai=+ 0 t As=+71,35 TP
27 TP +71,60bf
+7 0x6
As=+71,30
Lg
+7
Lg 50x80ht
0 NGF Ai= 2 5
70, x25h
0
TP 95x95x65ht
5
P13 85x85x55ht +
Lg 50x60ht
+71,60bf 25
ht
t 75 t
Ai=+70,80
Lg
60h
71.60f As=+71,35 TP
75x75x50ht TP As=+71,30
71, x60
Ai=
TP 25
Ai=+71,00
50x 0
LgAi=+71,0
t
NGF
0 0h
As=+71,20
50
115x115x80ht 95x95x65ht
00
Lg 50x60ht 115x115x80ht LgAi=+70,9 TP
+7 0x8
+71,58b Lg
Lg 50x60ht NGF
50x
Lg CM-C As=+71,20
Lg
As=+71,25
+
As=+71,23 +71,60bf
5
75x75x50ht
Ai=
0,8
Ai=+71,00 Ai= 50
NGF
25
60h
Ai= 25 Ai=+70,90
TP
Lg
+7 x6
0
t
60h
+7 x6 +71,60bf 1,0 0h As=+71,10
25
Ai=
t
1,0 0h NGF Recharge
50x 88 t
0
0ht
0 t 105x105x70ht TP +71,60bf
25
Lg 50x60ht
Lg 50x60ht
Lg 50x60ht
LgAi=+70,
NGF
Lg 50x6
TP
Lg 500,9x86
As=+71,25 NGF
+71,60bf 95x95x65ht 2 TP
,00
Ai=+7
TP NGF +71,60bf 25 0h
t Lg
Ai=+70,98
Ai=+71,00
Ai=+70,90
95x95x65ht
Ai=+71
As=+71,35 Lg 50x60ht
25 71.60f TP +71,60bf NGF x6 Ai= 50 95x95x65ht
50 ,00
Lg 50x60ht
75x75x50ht 25 +71,60bf Ai=+70,98
As=+71,35 +7 x6
Lg 50x60ht
1,0 0h As=+71,20
85x85x55ht
LgAi=+71
Recharge NGF
As=+71,20 25 t
0ht
0
Ai=+70,88
+71,50b NGF As=+69,40
25 MAITRISE D'OUVRAGE
ht
Ai=+70,90
ht
ht
10
71, x60
+71,60bf NGF
1,0 60
0,7 2 5
Lg 50x80ht
Lg 25 TP TP NGF
10. TP TP TP
LgAi=+71,0
+7 0x
+7 5x
50
+71,60bf
00
2 25 +71,60bf TP
0
5
Ai= 3
Ai= 2
Ai= 5 95x95x65ht 85x85x55ht Lg 50x60ht Lg 50x60ht Maitre d'Ouvrage Hôtel de Ville et d'Agglomération Ligne directe : 02.72.77.23.82
Ai=+70,80
71, x60h
Lg
+ 95x95x65ht 95x95x65ht 95x95x65ht
Lg
Lg
TP
50x
+
25 95x95x65ht Cholet Agglomération Rue Saint-Bonaventure Portable : 06.13.38.33.97
Lg
Ai=
00 t As=+69,40 As=+70,40 Ai=+71,00
TP As=+71,35 Ai=+71,00 As=+71,35 As=+71,33 25
8 P3 Chef de service études : François PIOU B.P. 32135 coppalaisdessports@choletagglomeration.fr
60h
Ai=
95x95x65ht As=+71,20
0
50x
Chargé de mission : Sebastien ROZE 49321 CHOLET CEDEX
+7
105x320x160ht
t
TP NGF As=+71,35
1,0
71.60f
60h
As=+71,35 +71,60bf
0
95x95x65ht t
Lg Ai=+7
Lg 50x60ht
TP 0h
t
NGF
Lg 50x60ht
TP As=+71,25 25 TP 0x6 Contrôleur Technique 7 Rue Bouché Thomas T / 07.87.31.52.01
25 ,75
+70,40b
0ht
3 ,00
Ai=+70,98
95x95x65ht NGF Lg
x2
SOCOTEC - Didier PREVILLE 49000 ANGERS didier.preville@socotec.com
0
95x95x65ht
Lg =+71
Ai=+70,90
105x105x70ht
Lg 50x60ht
50
Lg 510,0x06
5h
Lg 25 t
Lg 50x6
As=+69,40 +71,60bf
71.60f Ai=+ x
71,0 60ht
71.60f 60h
Ai=+7
TP
t
,00
As=+71,20 Ai
Ai=+ 25x6 50x As=+71,35
Ai=+71,00
NGF
Lgi=+71,00
0 NGF
Ai=+71
71,0 0ht
NGF
CM-B +71,60bf NGF 25 190x95x65ht +71,60bf +71,58b
SPS
BTP CONSULTANTS - Pacôme TRAPON
ZAC La Fleuriaye - Bâtiment F33, rue Alessandro Volta
44470 CARQUEFOU
T / 07.64.77.22.90
pacome.trapon@btp-consultants.fr
0 +71,50b 71.60f A
As=+71,35 Recharge
25 Recharge
0ht
TP 25 25
NGF 25
105x105x70ht +70,40b TP TP 2 TP OPC 122 rue du Château d’Orgemont T / 06.71.74.13.95
95x95x65ht 2 105x105x70ht Lg 50x60ht TP TECHNIQUES ET CHANTIERS - Ronan REGUEILLET 49 000 ANGERS r.regueillet@techniquesetchantiers.fr
As=+71,20
25 85x85x55ht TP t TP
TP 105x105x70ht 60h
Ai=+70,90
Lg As=+70,40 As=+71,33
Lg 50x
As=+71,33
105x105x70ht 0x 75x75x50ht
6 Ai=+ 30x60 95x95x65ht As=+71,20 3 00
Lgi=+71,10
6 .) MAITRISE D'OEUVRE
0ht (P.V LgAi=+71, As=+71,10
0ht
ht
ht TP As=+71,35
A
71,0 Ai=+71
TP As=+71,35
70, x60
0 ,00 t
50x
Lg 50x6
105x105x70ht 95x95x65ht 5h
Lg 50x60ht
71.60f
,88
50
TP CM-A As=+69,40 +71,60bf Lg 50x60ht x2
88
P14
Lg 50x60ht
Lg 50x60ht
25
50h
NGF
Ai=+70
As=+71,20 NGF Architecte mandataire 158 bis rue du Temple T / 01.70.37.97.46
75
Lg
95x95x65ht
LgAi=+70,
Ai=+71,00
+
Ai=+70,98 NGF
Ai=
Chabanne Architecte 75003 PARIS cnicaud@agence-chabanne.fr
t
Lg 3
Ai=+70,98
Ai=+70,90
+71,58b +71,60bf
As=+71,20
Lg 510,1x05
LgAi=+70,
Ai=+ 0x80h 25
Ai=+7
NGF Architecte Associé 46 rue Paul Bouyx T / 02.41.58.89.49
t Recharge 25 TP 25 t
60h
70,8 +71,60bf Agence Grégoire Architectes 49300 CHOLET contact@gregoire-architectes.fr
0
t
25
30x 0
Ai=+ 5x60h
95x95x65ht
1,10 ht
x2
CM-1 CM-2 TP CM-3
2 CM-4 CM-5 TP CM-6 CM-7 CM-8LgAi=+71,0 CM-9 CM-10
75
25
50
71.60f P2
5h
TP As=+71,33 Fluides 38, quai Pierre Scize T / 06.09.87.68.87
5
TP
0ht
70,8
0x
t
Lg 2
75x75x50ht 95x95x65ht NGF NGF 105x105x70ht Chabanne ingénierie 69009 LYON smichalon@agence-chabanne.fr
TP
Lg 5
Lg 30x +71,60bf 105x105x70ht +71,53b As=+71,28
Ai=+7
As=+71,20
8
0ht
As=+69,40 0ht As=+71,35 105x105x70ht
Ai=+70 Structure 38, quai Pierre Scize T / 04.37.26.27.62
,80 25 25
Lg 50x6
As=+71,20
Lg 50x60ht
Chabanne ingénierie 69009 LYON asvignon@agence-chabanne.fr
Lg 50x60ht
,88
Lg 2 3 1 TP 0ht
Lg 50x60ht
30x6
Ai=+70
5
Ai=+70,93
x2 TP Lg +71,00
Ai=+70,90
70,60 5ht
Ai=+ 105x105x70ht VRD/Paysage 38, quai Pierre Scize T / 06.98.27.35.80
5ht
Ai=+70,93
TP 5x2 TP Chabanne ingénierie 69009 LYON pchaleon@agence-chabanne.fr
25ht
95x95x65ht TP TP As=+71,20 Ai= 2
TP 5 4 As=+71,20 85x85x55ht g
L i=+70,7 5 75x75x50ht
x
TP 85x85x55ht 105x105x70ht
0,75
HQE 38, quai Pierre Scize T / 04.37.26.81.51
Lgi=+70,75
Lg 25
75x75x50ht As=+71,20 A As=+71,10 Chabanne ingénierie 69009 LYON
A
As=+71,20 As=+71,20 snoury@agence-chabanne.fr
Ai=+7
As=+70,85 105x105x70ht Lg 30x60
X2
25x
P15 As=+71,20 ht 0 ht
9 TP Ai=+71,0
Lg 31,0x006 Economiste 38, quai Pierre Scize T / 04 37 26 27 73
25h
0
Lg 25 P1
5ht
Chabanne Ingénierie 69009 LYON smoreira@agence-chabanne.fr
x2 75x75x50ht Lg 30x60ht Ai=+7
t
Ai=+70 5ht TP
2
Lg 30x60ht
Lg 25x25ht
Lg 25x
,75 As=+69,40
,75
TP P16 Ai=+71,00
105x105x70ht Acoustique 13 bis rue du Commandant Fayolle T / 06 56 66 56 96
ht
Ai=+71,00
Ai=+70
Ai=+70,75
SALTO Ingénierie 63510 AULNAT marc.duhil@salto-ingenierie.com
5
75x75x50ht 3 2 As=+71,20
1
Lg 25x2
2 3 5ht
5
Lg 25x25ht
As=+71,10 x2
Ai=+70,7
Lg 25x25ht TP TP Lg 2750,75 TP Scénographie 16 Chem. des Fortes Terres T / 06 .16.44.31.79
Ai=+70,75
Ai=+70,75 Ai=+ 75x75x50ht SCENARCHIE 95300 PONTOISE fchauveau@scenarchie.com
75x75x50ht 75x75x50ht
As=+71,10 TP As=+71,10
As=+71,10
TP Lg 25x25ht 75x75x50ht Lg 25x25ht Numéro Affaire Phase Emetteur Lot N° Lot tech Bâtiment Zone Niveau Type doc Page N° Indice
Ai=+70,75 As=+71,10 Ai=+70,75
75x75x50ht 24002 DCE CHA STR - - - FOND PLN STR 01 0
As=+71,10
Texte extrait tel quel de la pièce officielle, qui seule fait foi. La mise en page du document d'origine peut différer.