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N
N
N8
0
7
8
7
9
7
7
7
5
7
6
7
4
7
1
6
9
7
2
7
06
8
6
7
6
5
6
3
CECE
CECE
CECE
CECE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
AE
AE
AE
AE
AEAE
AEAE
AEAE
AE
AE
AE
AE
AE
AE
AE
AEAE
AEAE
AEAE
AE
AE
AE
AE
AE
AE
AE
AEAE
AE
AE
AE
AE
AE
AE
AE
AE
AEAE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
Str. Putul Olteni (asfalt)
Str. Putul Olteni (asfalt)
A
E
A
E
A
E
A
E
A
E
A
E
A
E
S
b
A
1
-
d
r
u
m
L
=
1
7
m
c
o
n
d
u
c
t
a
d
e
p
r
o
t
e
c
t
i
e
d
i
n
O
L
D
n
2
0
0
m
m
S
b
C
1
-
d
r
u
m
L
=
1
6
m
c
o
n
d
u
c
t
a
d
e
p
r
o
t
e
c
t
i
e
d
i
n
O
L
D
n
3
5
0
m
m
Str. P
utul
Olte
ni (asfa
lt)
P
E
I
D
6
3
m
m
P
E
ID
1
2
5
m
m
C
P
C
P
A
P
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
A
P
A
P
A
P
A
P
AP
AP
AP
AP
AP
AP
APAP
AP
AP
AP
AP
AP
CP
CP
C
P
C
P
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
CP
CP
CP
CP
CP
AP
AP
AP
AP
AP
AP
AP
AP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AP
AP
AP
AP
AP
AP
AP
AP
CPCP
CP
APAP
APAP
AP
D
e
2
5
0
m
m
De250mm L=60m
De250m
m L=
13m
D
e
2
5
0
m
m
L
=
1
7
m
De250mm L=26m
De250mm L=52m
De250mm L=34m
De250mm L=60m
De250mm L=33m
De250mm L=8m
De250mm L=20m
H
1
1
C
T
=
8
8
.
4
2
C
a
x
=
8
7
.
1
8
A
6
9
4
C
T
=
8
8
.
3
6
C
a
x
=
8
7
.
0
1
A
6
9
5
C
T
=
8
8
.
3
2
C
a
x
=
8
7
.
0
2
A
6
9
3
C
T
=
8
8
.
0
6
C
a
x
=
8
6
.
9
6
A
6
9
2
C
T
=
8
7
.
8
2
C
a
x
=
8
6
.
7
2
C
T
=
8
8
.
7
8
C
a
x
=
8
7
.
1
5
C
V
G
3
8
C
T
=
8
7
.
7
7
C
a
x
=
8
6
.
6
7
A
6
9
1
C
T
=
8
7
.
8
6
C
a
x
=
8
6
.
6
9
H
1
3
C
T
=
8
7
.
7
8
C
a
x
=
8
6
.
8
6
A
6
8
9
C
T
=
8
8
.
1
1
C
a
x
=
8
6
.
9
1
H
1
2
C
T
=
8
7
.
7
4
C
a
x
=
8
6
.
6
8
C
T
=
8
8
.
4
8
C
a
x
=
8
7
.
0
8 D
e
1
1
0
m
m
L
=
8
m
D
e
1
1
0
m
m
L
=
1
7
m
D
e
1
6
0
m
m
L
=
1
3
m
De160mm L=35m
De160mm L=20m
De160mm L=20m
De160mm L=25m
De160mm L=40m
De160mm L=50m
De160mm L=50m
De160mm L=30m
C
m
6
8
5
C
T
=
8
7
.
8
3
C
R
=
8
6
.
0
3
C
m
6
8
8
C
T
=
8
8
.
2
7
C
R
=
8
6
.
6
0
C
m
6
8
7
C
T
=
8
8
.
1
2
C
R
=
8
6
.
3
9
C
m
6
8
6
C
T
=
8
7
.
8
6
C
R
=
8
6
.
2
1
C
m
1
1
2
C
T
=
8
7
.
8
9
C
R
=
8
5
.
9
5
C
m
1
1
3
C
T
=
8
8
.
2
0
C
R
=
8
5
.
8
2
C
m
6
8
4
C
T
=
8
8
.
1
5
C
R
=
8
5
.
8
5
C
m
1
1
1
C
T
=
8
8
.
0
6
C
R
=
8
6
.
4
9
C
m
1
1
1
6
C
T
=
8
8
.
5
3
C
R
=
8
6
.
6
5
C
m
1
0
7
C
T
=
8
8
.
3
0
C
R
=
8
6
.
3
4
R
D
S
RD
S
RD
S
RD
S
RD
S
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
T
c
T
c
T
c
TcTc
Tc
Tc
T
c
Tc
Tc
Tc
Tc
Tc
TcTc
Tc
Tc
TcTc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
TcTc
Tc
Tc
Tc
Tc
Tc
N
N
SPAU9-P
6
1
5
9 5
7
5
5
6
6
6
4 6
2
6
0
5
3
5
1
4
94
7
5
8
4
5
4
3
5
6
5
4
4
1
5
2
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CECE
CECE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CECE
CECE
CECE
CE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AEAEAEAEAEAE
AE
AEAE
AEAE
AEAE
AE
AEAE
AEAE
AEAE
AEAE
AEAE
AEAEAE
AE
AE
AE
AE
AE
Str. P
utu
l Olte
ni (a
sfa
lt)
Str. Putul Olteni (asfalt)
Str. Putul Olteni (asfalt)
S
b
R
1
-
d
r
u
m
L
=
1
0
m
c
o
n
d
u
c
t
a
d
e
p
r
o
t
e
c
t
i
e
d
i
n
O
L
D
n
2
0
0
m
m
C
a
m
i
n
e
x
.
c
a
n
a
l
i
n
c
u
i
a
t
PV
C 2
50m
m
AP
AP
AP
AP
AP
AP
AP
AP
C R
ef P
C R
ef P
C R
ef P
CPCP
CP
CPCP
CP
CPCP
C R
ef P
C R
ef P
C R
ef P
C R
ef P
C R
ef P
C R
ef P
APAP
APAP
APAP
APAP
CPCP
CPCP
APAPAPAPAPAPAPAP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AP
APAP
AP
APAP
APAP
C R
ef P
C R
ef P
C R
ef P
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
CP
CP
CP
CP
CP
CP
CP
CP
CP
C
P
CP
CP
CPCP
CPCP
CP
C
P
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
CP
CP
CP
De250mm L=46m
De250m
m
L=
2m
De250mm L=26m
De250m
m L=
60m
De250mm L=60m
De250mm
De250m
m L=
41m
De250m
m
L=
28m
De250mm L=38m
De250m
m L=
19m
A
6
8
7
C
T
=
8
8
.
6
8
C
a
x
=
8
7
.
5
2
H
8
C
T
=
8
9
.
0
7
C
a
x
=
8
7
.
8
3
C
V
G
3
7
C
T
=
8
8
.
9
9
C
a
x
=
8
7
.
7
9
H
9
C
T
=
8
9
.
0
6
C
a
x
=
8
7
.
8
1
H
1
1
C
T
=
8
8
.
4
2
C
a
x
=
8
7
.
1
8
A
6
8
5
C
T
=
8
9
.
0
0
C
a
x
=
8
7
.
8
3
H
1
0
C
T
=
8
8
.
9
6
C
a
x
=
8
7
.
8
6
A
6
8
1
C
T
=
8
8
.
9
2
C
a
x
=
8
7
.
8
7
De160mm L=50m
De160mm L=50m
De160mm L=50m
De160mm L=50m
De160m
m
L=
50m
De160m
m L=
35m
De160m
m L=
22m
De160m
m L=
43m
De90m
m L=
21m
De90m
m
L=
10m
De90m
m L=32m
De90m
m
L=
22m
C
m
6
9
C
T
=
8
8
.
9
2
C
R
=
8
5
.
4
1
C
m
3
7
C
T
=
8
9
.
0
9
C
R
=
8
5
.
8
0
C
D
_
9
C
T
=
8
9
.
1
0
C
R
=
8
5
.
0
6
C
R
=
8
5
.
1
6
C
R
=
8
5
.
0
6
C
m
7
0
C
T
=
8
9
.
0
4
C
R
=
8
5
.
1
5
C
m
6
8
2
C
T
=
8
8
.
7
5
C
R
=
8
5
.
4
9
C
m
6
7
8
C
T
=
8
9
.
0
8
C
R
=
8
5
.
6
6
C
m
6
8
1
C
T
=
8
9
.
0
1
C
R
=
8
5
.
2
7
S
P
A
U
9
-
P
C
T
=
8
9
.
1
5
C
R
=
8
5
.
0
5
C
m
6
8
3
C
T
=
8
8
.
5
8
C
R
=
8
5
.
6
7
C
m
6
7
9
C
T
=
8
9
.
1
0
C
R
=
8
5
.
3
6
R
e
f
1
5
0
8
C
T
=
8
9
.
1
3
C
a
x
=
8
7
.
6
3
R
e
f
-
S
P
A
U
9
-
P
C
T
=
8
9
.
1
5
C
a
x
=
8
8
.
0
5
R
e
f
1
5
0
6
C
T
=
8
9
.
0
7
C
a
x
=
8
7
.
9
9
C
e
x
3
C
T
=
8
9
.
0
7
C
a
x
=
8
7
.
5
7
R
e
f
1
5
0
7
C
T
=
8
9
.
1
5
C
a
x
=
8
7
.
9
5
R
D
S
R
D
S
R
D
S
R
D
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDSRDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
T
c
Tc
Tc
Tc
Tc
Tc
TcTc
Tc
Tc
TcTc
Tc
Tc
Tc
Tc
Tc
Tc
TcTc
Tc
TcT
c
Tc
Tc
Tc
T
c
TcTcTcTcTc
TcTc
N
3
9
5
2
5
0
3
73
5
3
3
3
1
4
8
2
9
2
7
D
2
7
B
2
7
A
2
7
2
5
2
3
2
1
2
0
1
9
1
7
1
5
1
3
1
8
1
6
1
4
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CECE
CECE
CECE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
AEAE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AEAEAEAEAEAE
AEAE
AEAE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
Str. Putul Olteni (asfalt)
Str. P
utu
l Olte
ni (a
sfa
lt)
Str. P
utul Olte
ni (asfalt)
Str. F
N (balast)
Str. Putul Olteni (asfalt)
S
tr. C
riz
a
n
te
m
e
lo
r
(p
a
m
a
n
t)
AP
AP
AP
AP
APC
P
AP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AP
AP
AP
AP
AP
AP
AP
AP
C
P
CP
CP
CP
CP
CP
CP
AP
AP
AP
C
P
C
P
C
P
C
P
C
P
C
P
CPCPCPCP
CP
CP
CP
CP
CP
APAPAPAPAPAPAPAPAP
AP
CP
CP
CP
CP
AP
AP
AP
AP
CP
CP
A
P
A
P
A
P
A
P
A
P
A
P
AP
AP
AP
AP
CP
CP
CP
CP
CP
CP
CP
AP
AP
A
P
A
P
A
P
A
P
A
P
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
CPCP
CPCP
CP
C
P
C
P
C
P
C
P
C
P
C
P
A
P
A
P
AP
AP
AP
AP
CP
C
P
C
P
C
P
C
P
AP
AP
CP
CP
CP
A
P
De250m
m L=
11m
De250m
m L=60m
De250m
m L=36m
D
e
2
5
0
m
m
L
=
3
5
m
De250mm L=28m
De250m
m L=
30m
D
e
2
5
0
m
m
L
=
5
m
De250m
m L=24m
De250m
m L=
12m
De250m
m L=
60m
De250mm L=32m
D
e250m
m
L
=
4
3
m
De250m
m
L=
32m
De250m
m L=
19m
C
V
3
1
C
T
=
8
9
.
7
5
C
a
x
=
8
8
.
4
0
C
V
G
3
6
C
T
=
8
9
.
5
5
C
a
x
=
8
8
.
0
8
A
6
7
8
C
T
=
8
9
.
4
8
C
a
x
=
8
8
.
0
2
A
6
8
0
C
T
=
8
8
.
9
5
C
a
x
=
8
7
.
8
8
H
7
C
T
=
8
9
.
1
0
C
a
x
=
8
7
.
9
0 A
6
7
7
C
T
=
8
9
.
6
8
C
a
x
=
8
8
.
1
4
A
6
7
9
C
T
=
8
9
.
2
1
C
a
x
=
8
7
.
9
4
H
4
C
T
=
8
8
.
1
1
C
a
x
=
8
7
.
1
3
H
5
C
T
=
8
9
.
8
0
C
a
x
=
8
8
.
4
0
C
a
x
=
8
7
.
8
7
A
6
7
5
C
T
=
8
9
.
7
0
C
a
x
=
8
8
.
3
2
A
6
7
4
C
T
=
8
9
.
4
8
C
a
x
=
8
7
.
9
9
H
6
C
T
=
8
9
.
6
5
C
a
x
=
8
8
.
0
4
A
7
1
1
C
T
=
8
9
.
3
9
C
a
x
=
8
8
.
0
8
A
6
7
3
C
T
=
8
8
.
3
9
C
a
x
=
8
7
.
2
9
A
7
1
9
C
T
=
8
9
.
8
7
C
a
x
=
8
8
.
3
8
De160m
m L=40m
De160m
m L=10m
De160m
m L=
50m
De160mm L=21m
De110m
m L=
5m
De160mm L=56m
De160mm
L=6m
De160m
m L=
25m
D
e
1
1
0
m
m
L
=
5
0
m
De160m
m L=
25m
De160mm L=13m
D
e
1
1
0
m
m
L
=
3
0
m
De160mm L=16m
De160m
m L=50m
De160mm
L=23m
De160m
m L
=22m
D
e
1
1
0
m
m
L
=
1
0
m
C
m
6
7
5
C
T
=
8
9
.
5
0
C
R
=
8
6
.
5
6
C
R
=
8
6
.
5
6
C
R
=
8
7
.
0
5
C
m
6
7
7
C
T
=
8
9
.
0
9
C
R
=
8
5
.
9
6
C
m
3
7
C
T
=
8
9
.
0
9
C
R
=
8
5
.
8
0
C
m
7
3
C
T
=
8
9
.
4
5
C
R
=
8
6
.
3
8
C
m
6
7
2
C
T
=
8
8
.
3
2
C
R
=
8
6
.
8
2
C
m
7
2
C
T
=
8
9
.
2
1
C
R
=
8
6
.
2
0
C
m
6
9
8
C
T
=
8
9
.
9
0
C
R
=
8
6
.
9
8
C
m
6
7
4
C
T
=
8
9
.
7
8
C
R
=
8
6
.
8
6
C
m
6
9
7
C
T
=
8
9
.
8
2
C
R
=
8
6
.
8
7
C
m
6
8
9
C
T
=
8
9
.
4
2
C
R
=
8
7
.
0
8
C
m
7
4
C
T
=
8
9
.
7
6
C
R
=
8
6
.
7
2
C
m
6
7
3
C
T
=
8
9
.
5
8
C
R
=
8
8
.
0
8
C
m
7
1
C
T
=
8
9
.
2
3
C
R
=
8
6
.
1
1
C
m
6
7
6
C
T
=
8
9
.
2
8
C
R
=
8
6
.
2
6
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RDS
RDS
RDS
RDS
RDSRDS
RDSRDS
RDSRDS
RDS RDSRDS
RDSRDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
RDS
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
TcTc
TcTc
Tc
TcTc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
NN
1
3
1
4
1
2
1
0
B
1
1
9
7
5
3
1
0
A
1
0
8
6
4
1
2
A
2
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E
CE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AEAEAE
AE
S
P
A
U
6
-
E
C Ref E
C
R
e
f E
C
R
e
f E
C
R
e
f E
C
R
e
f E
C
R
e
f E
C
R
e
f E
C
R
e
f E
Str
. P
utu
l O
lteni (asfa
lt)
C
E
S
b
A
2
-
d
r
u
m
L
=
1
2
m
c
o
n
d
u
c
t
a
d
e
p
r
o
t
e
c
t
i
e
d
i
n
O
L
D
n
3
0
0
m
m
S
b
C
2
- d
ru
m
L
=
1
1
m
c
o
n
d
u
c
ta
d
e
p
ro
te
c
tie
d
in
O
L
D
n
3
5
0
m
m
Str
. P
utu
l O
lteni
(asfa
lt)
Str
. P
utu
l O
lteni (asfa
lt)
S
tr. C
io
ro
g
a
rle
i (a
s
fa
lt)
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
C
P
C
P
A
P
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
AP
AP
AP
AP
AP
AP
AP
AP
C
P
C
P
CP
C
P
C
P
CP
CP
C
P
C
P
CP
CP
CP
C
P
A
P
A
P
C
P
C
P
C
P
C
P
AP
AP
AP
AP
AP
AP
AP
AP
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
AP
D
e
2
5
0
m
m
L
=
1
1
m
De250m
m
L=
60m
De250m
m L=
60m
De250mm L=60m
De250m
m L=60m
D
e
2
5
0
m
m
L
=
1
5
m
De250m
m
L=
60m
D
e
2
5
0
m
m
L
=
8
m
D
e
2
5
0
m
m
L
=
2
7
m
A
6
7
0
C
T
=
8
7
.
3
7
C
a
x
=
8
6
.
2
3
A
6
7
2
C
T
=
8
7
.
6
6
C
a
x
=
8
6
.
5
6
H
2
C
T
=
8
7
.
5
8
C
a
x
=
8
6
.
2
1
H
3
C
T
=
8
7
.
4
9
C
a
x
=
8
6
.
3
9
A
6
6
8
C
T
=
8
7
.
6
3
C
a
x
=
8
6
.
2
8
C
V
3
3
C
T
=
8
8
.
0
3
C
a
x
=
8
6
.
5
3
A
7
0
9
C
T
=
8
7
.
7
9
C
a
x
=
8
6
.
3
9
A
7
0
7
C
T
=
8
7
.
7
2
C
a
x
=
8
6
.
2
5
H
1
C
T
=
8
7
.
8
5
C
a
x
=
8
6
.
3
7
De160m
m L=40m
De160m
m
L=
50m
D
e
1
6
0
m
m
L
=
6
m
De160mm L=50m
D
e
1
6
0
m
m
L
=
1
2
m
De160m
m
L=
50m
D
e
1
6
0
m
m
L
=
5
0
m
De160m
m
L=
50m
De160m
m L=
50m
C
m
6
6
9
C
T
=
8
7
.
4
5
C
R
=
8
5
.
6
5
C
m
7
8
C
T
=
8
7
.
8
4
C
R
=
8
5
.
1
3
C
m
6
7
1
C
T
=
8
7
.
5
1
C
R
=
8
6
.
0
1
C
m
7
7
C
T
=
8
7
.
7
6
C
R
=
8
5
.
1
7
C
m
6
7
0
C
T
=
8
7
.
4
0
C
R
=
8
5
.
8
3
C
m
7
6
C
T
=
8
7
.
8
0
C
R
=
8
5
.
2
5
C
m
7
5
C
T
=
8
8
.
0
7
C
R
=
8
5
.
2
9
C
m
1
1
8
C
T
=
8
7
.
8
6
C
R
=
8
5
.
1
0
C
m
6
6
8
C
T
=
8
7
.
4
7
C
R
=
8
5
.
4
7
R
D
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RDS
RDS
RD
S
RD
S
RD
S
RD
S
RDS
RDS
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
RD
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
R
D
S
T
c
T
c
T
c
T
c
T
c
T
c
T
c
T
c
T
c
T
c
T
c
Tc
Tc
Tc
Tc
Tc
Tc
Tc
T
c
T
c
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
Tc
841x594
Revizia Numele/Semnatura
Motivul revizuirii sau documentul
AUTORITATEA CONTRACTANTA:
S.C. APA CANAL ILFOV S.A.
Str. Livezilor nr. 94, Pantelimon, Jud. Ilfov
Email: contact@acilfov.ro; Tel: 0374-205200; Fax: 0374-205204
Data:
05.2018
Scara:
Denumire predare:
Denumire plansa:
Faza:
Nr. plansa:
Proiectat
Desenat
Verificat
Aprobat
SUBCONTRACTANT DE SPECIALITATE
EAST ENERGY CONSULTANCY S.R.L.Adresa: Str. Ion Tuculescu nr. 36, Sector 3, Bucuresti, cod 031614
TELEFON:+40730 008 189; E-mail: balta.cristina@gmail.com
S.F.
ing. Daniel Gheorghiu
ing. Mihai Duta
ing. Florin Balan
RAMBOLL SOUTH EAST
EUROPE
PROIECT:
PROIECT REGIONAL DE DEZVOLTARE A INFRASTRUCTURII DE APA SI APA UZATA
DIN JUDETU ILFOV, IN PERIOADA 2014-2020
COD PROIECT: A1-E1.12
Adresă: Str. Turturelelor nr. 11A, Bucuresti, Sector 3, Bucuresti, cod 030881
Telefon: +4021 314 8314; Fax +4021 314 3175; E-mail: rambollSEE@ramboll.com
ing. G. Sepelev
Conform Notificare nr. 10/10.07.201501
Modificari solutii tehnice si Nota de indrumare IV si V02
Obtinere avize si acorduri03
STUDIU DE FEZABILITATE PENTRU EXTINDEREA
RETELEI DE ALIMENTARE CU APA SI CANALIZARE
1:500
IF-CLI-PS- -R08
ing. Mihai Duta
08
Conform comentarii Jaspers
PLAN DE SITUATIE STRADA PUTUL OLTENI
TRONSON CM1116 - SPAU9-P , Cm697 - SPAU9-P , Cm673 - Cm76
TRONSON A709 - A695
TRONSON SPAU9-P - C ex3
02.1
PLAN CHEIE
IF-CLI-CLR6-PT+DE-PS-01.1
IF-CLI-CLR6-PT+DE-PS-03.1
IF-CLI-CLR6-PT+DE-PS-05.1
IF-CLI-CLR6-PT+DE-PS-06.1
IF
-C
LI-C
LR
6-P
T+
DE
-P
S-03.1
Nota :
Caminele de racord vor fi montate in afara limitei de
proprietate, iar pozitia exacta a acestora cat si a
racordurilor va fi stabilita de catre Contractor, la executie.
SE VOR RESPECTA IN MOD OBLIGATORIU DE CATRE
"CONSTRUCTOR" NORMELE SI LEGISLATIA DE PROTECTIA
MUNCII IN VIGOARE
-Conform normativ P 100-1-2013 - Clasa de importanta este III-Conform HG 766-1997 - Categoria de importanta este C-Exigenta de performanta: B9, Is
LEGENDA SITUATIE PROIECTATA
LEGENDA SITUATIE EXISTENTA
A
Ref
De / L
CT
Cax
CR
SPAU-P
H
CV
CVG
CG
CMDP/CMP
CCG
Cm
Sb C/Sp C
Sb A/Sp A
Conducta de refulare proiectata
Denumirea nodurilor pe reteaua de distributie
Denumirea nodurilor pe conducta de refulare
Diametrul exterior al conductei / Lungimea sectiunii
retelei de distributie apa potabila/ canalizarii menajere/
Cota teren
Cota ax
Cota radier
Statie de pompare apae uzata menajera-proiectata
Hidranti subterani
Camin de vane
Camin de vane si golire
Camin de golire
Camin de monitorizare debit si presiune / Camin monitorizare presiune
Camin de curatire si golire
Camin de canalizare menajera proiectat
Camin de observatie pentru subtraversari
Bransament inclusiv camin de bransament
Racord inclusiv camin de racord
Subtraversare/Supratraversare cu conducta de canalizare si refulare
Subtraversare/Supratraversare cu conducta de distributie
Retea de canalizare menajera proiectata
Retea de distributie apa proiectata
C Ref P
CP CP
AP AP
Tub de protectie pentru conductele care sunt in zona apeductelor si fronturilor
de capare
Bransament in tub de protectie inclusiv camin de bransament
Racord in tub de protectie inclusiv camin de racord
C ex
Camin existent
SPAU-E
Retea de canalizare menajera existenta
Retea de distributie apa existenta
Conducta de aductiune existenta
Conducta de refulare existenta
Statie de pompare apa uzata menajera - existenta
Distrigaz - conducta de gaz
CE
AE
Ad E
C Ref E
Transgaz - conducta de gazTGAS TGAS
Telekom
Tc
Fibra optica RDS- subteran
RDS
Fibra optica RDS- aerian
RDS
Enel - linie electrica subterana
LES
Transelectrica - linie electrica aeriana
TLEA
Orange
ORG
Front de captare de mica / mare adancime
Zona protectie sanitara apeducte si front captare
Apeducte
ANB ANB
ANB ANB
Retele de canalizare existente - Apa Nova Bucuresti
Retele de apa existente - Apa Nova Bucuresti
Antene de irigatie, canale ce apartin de ANIF
ANIF
Recommended