1. 1850
1854
1855
1856
1857
1858
1859
1860
18611862
1863
1864
1865
1866
1867
1868
18691870
1874
1875
1876
Copertin
Copertin
sv
Platform beton
Platform beton
{an] dalat
sv
sv
sv
Alee
alee
alee
sv
sv
Portic
Spa]iu acces
beton sv
Alee
Portic
portic
Birouri
trotuar
sv
C
C
C C
C
C
C
C
C
Parcare beton
33
37
49
51
57
46
47
42
5
3
4
6
55
2
15
29
30
32
35
36
38
39
40
41
43
44
45
4850
52
66
C
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
288.53
P
P
P
M
M
M
M
P
GS1
Ct=288.97
Cr=287.97
L= m
PVC-KG160
12
;1%
L= m
PVC-KG160
9.5
;1%
GS2
Ct=288.97
Cr=287.97
CP1
Ct=289.05
Cr=287.85
PVC-KG200
10
;0.7%
L= m
PVC-KG160
12
;1%
GS3
Ct=288.90
Cr=287.90
CP2
Ct=289.05
Cr=287.78
L= m
PVC-KG160
11
;1%
GS4
Ct=288.89
Cr=287.89
PVC-KG200
14
;0.7 %
L= m
PVC-KG160
2
;1%
L= m
PVC-KG200
4
;0.7%
CP3
Ct=288.90
Cr=287.68
GS5
Ct=288.90
Cr=287.90
PVC-KG250
24
;0.6 %
GS6
Ct=288.84
Cr=287.84
GS7
Ct=288.65
Cr=287.65
GS8
Ct=288.80
Cr=287.80
GS9
Ct=288.60
Cr=287.60
GS10
Ct=288.48
Cr=287.48
GS11
Ct=288.55
Cr=287.55
GS13
Ct=288.41
Cr=287.41
GS14
Ct=288.24
Cr=287.24
GS15
Ct=288.31
Cr=287.31
GS16
Ct=288.32
Cr=287.32
GS17
Ct=288.30
Cr=287.30
GS12
Ct=288.55
Cr=287.55
P
P
P
CP4
Ct=288.86
Cr=287.54
CP5
Ct=288.90
Cr=287.47
CP6
Ct=288.90
Cr=287.33
CP8
Ct=288.35
Cr=287.03
CP9
Ct=288.24
Cr=286.91
PVC-KG315
15
;0.5 %
PVC-KG315
29
;0.5%
PVC-KG315
19
;0.5%
PVC-KG31525;0.5%
PVC-KG315
24
;0.5 %
Cinf=286.83
L= m
PVC-KG160
13
;1%
L= m
PVC-KG160
3
;1%
L= m
PVC-KG160
2
;1%
L= m
PVC-KG160
4
;1%
L= m
PVC-KG160
18
;1%
L= m
PVC-KG160
10
;1%
L= m
PVC-KG160
2
;1%
L= m
PVC-KG160
16
;1%
L= m
PVC-KG160
7
;1%
L= m
PVC-KG160
8.5
;1%
L= m
PVC-KG160
2.5
;1%
L= m
PVC-KG160
6
;1%
L= m
PVC-KG110
5
;2%
PVC-KG200
38
;0.8%
PVC-KG200
48
;0.8%
PVC-KG200
22
;0.8%
PVC-KG200
31
;0.8%
CM1
Ct=288.88
Cr=287.40
CM2
Ct=288.90
Cr=287.10
CM3
Ct=288.55
Cr=286.72
CM4
Ct=288.35
Cr=286.55
CM5
Ct=288.30
Cr=286.30
CM7
Ct=288.88
Cr=287.55
Cinf=286.15
CE
Ct=288.12
Cr=285.62
Separator de hidrocarburi
OLEOPASS TN8/80 cu trapa
de namol integrata si
dispozitiv de ocolire
RIGOLAMONOBLOCKPD200VDINBETONCUPOLIMERI
Preluare de la
separator de
grasimi existent
C
C
C
C
M
M
M
M
M
M
M
CANALIZARE EXECUTATA
M
M
L= m
PVC-KG110
12
;2%
P
P
L= m
PVC-KG160
10
;1%
L= m
PVC-KG160
7
;1%
CANALDINBETONCOLECTAREAPEPLUVIALE