Pla
ge
Mi lita
ire
2
Pl ag e M ar qu et te
Tu nn el
Po nt
Tun
nel
Fa la is e
Fa la is e
Pla
ge
Mi lita
ire
1
ST.1
+1.75
Quai pour chalu tiers(e
xistan
t)
-5.5
0
ex
ist
an
t
ave
c
pen
te
0.00
3
+1.7
5
Pen te = 0.01
+1.1
0
+1.5
0
C.R
+0.9
7
C.C
+1.5
0
+1.5
0
+0.9
7
+1.7
5
+1.7
5
+1.1
0
+1.5
0
+1.5
0
+1.1
0
-5.5
0
+1.75
+0.97
Cale de halage
-4.00
+1.75
0.3%
+1.10 +1.50
+1.75
0.3%
+1.50
+1.50
+0.97
-5.50
0.3%
Quai
de
+1.50
+1.10
+0.9
7
+1.5
0
-5.5
0
Qu
ai
d'a
vita
ille
me
nt
0.3%
+1.5
0
+1.0
0
+1.7
5
0.3%
0.3%
+1.1
0
+1.5
0
-5.5 0
-5.5
0
+1.5
0
+0.9
7
0.3%
0.3%
0.3%
0.3%
0.3%
0.3%
P O S T E P 1
P A S S E D 'E N T R E E
L A G R A N D E J E T E E
P O S T E P 3
MO
LE
DU
CH
AT
EA
U VE
RT
AVAN T PORT
QU
AI
MO
LE
DU
CV
P O S T E P 2
45,9 5
50,9 5
P8
Y=4084.400
Y=4084.600
Y=4084.800
Y=4085.000
Y=4085.200
Y=4085.400
Y=4085.600
X=311.000
X=311.200
X=311.400
X=311.600
X=311.800
X=312.000
X=312.200
X=312.400
X=312.600
X=312.800
X=313.000
400
Y=4084.
600
Y=4084.
800
Y=4084.
000
Y=4085.
200
Y=4085.
400
Y=4085.
600
Y=4085.
000
X=311.
200
X=311.
400
X=311.
600
X=311.
800
X=311.
000
X=312.
200
X=312.
400
X=312.
600
X=312.
800
X=312.
000
X=313.
E x t e n s i o n
v e r s
l a
t e r r e
en
bo
n
R ou
te
E xi st an
te
naturellement
Ro
ut
e
Ex
ist
an
te
le
por
t
Extension du pont
P1
P1
Plan de masse variante I