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2
3
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3
3
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4
3
0
5
3
0
6
3
0
7
3
0
8
3
0
9
3
1
0
3
1
1
L
I
M
I
T
A
P
R
O
I
E
C
T
G
I
R
A
T
I
E
S
A
S
B
A
C
C
E
S
P
R
I
N
C
I
P
A
L
A
C
C
E
S
P
R
I
N
C
I
P
A
L
P
TOTEM
P
3
3
,
6
7
3
3
,
9
0
UTR 20
UTR 20
UTR 19
EV
S
N
Post
conexiuni
Rezerva intangibila
pentru hidranti-111mc
Post trafo
Platforma
agregate
Platforma
pubele
S
T
R
A
D
A
A
B
A
T
O
R
U
L
U
I
D
N
2
G
C
A
L
E
A
M
O
I
N
E
S
T
I
P
P
Nr. cad. 77496
P
P+2 P
P+3
P+3
P
P+2
S.C. AGRICOLA INTERNATIONAL S.A.
BACAU - SALBAC
Fabrica de mezeluri
S.C DEDEMAN S.R.L BACAU
Mag. materiale de constructie
Hmax = 12.5 m
P+3
P+1
P
P
S.C. PAMBAC S.A.
Producator de panificatie
Nr.cad. 84370
PADURARU IOAN
Nr.cad 62869
Nr. cad 81633
S.C DEDEMAN S.R.L BACAU
Nr. cad 84048
S.C. PAMBAC S.A.
Nr. cad 68692
Nr. cad 72001
C
A
L
E
F
E
R
A
T
A
SNTFM "CFR MARFA" SA
PADURARU ELENA
Nr. cad. 73120
SC TONORA SRL
STATUL ROMAN
s
p
r
e
M
O
I
N
E
S
T
I
s
p
r
e
A
D
J
U
D
s
p
r
e
z
o
n
a
c
e
n
t
r
a
l
a
7
8
,
5
0
CENTRU COMERCIAL
PROPUS - PARTER
Nr.cad. 84826
PUD - STRADA ABATORULUI, NR. 1, MUNICIPIUL BACAU, JUD. BACAU, UTR 19
z
o
n
a
c
o
p
a
c
i
-
t
u
f
a
r
i
s
z
o
n
a
c
o
p
a
c
i
z
o
n
a
c
o
p
a
c
i
z
o
n
a
l
a
s
t
a
r
i
s
_
t
u
f
a
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i
s
z
o
n
a
l
a
s
t
a
r
i
s
_
t
u
f
a
r
i
s
77496
66984
81632
81631
81634
81633
81639
81643
81642
73120
62869
76497
84048
84051
84052
67921
84370
84371
ruina
t
r
a
s
e
u
p
o
d
r
u
l
a
n
t
l
i
n
i
e
C
F
R
HE
Hidrant exterior
suprateran
Conducta apa rece menajera
Conducta canalizare menajeraM
Conducta canalizare pluviala acoperisPA
Conducta canalizare pluviala parcareP
Conducta apa rece menajeraA
Conducta alimentare hidrantiHE
HE Hidrant exterior suprateran
Cablu alimentare electricaE
Conducta canalizare pompataM
Hidrant exterior
suprateran
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
H
E
L= m
PEHD75
L=
m
PEHD110
L= m
PEHD110
1x racord incendiu "Storz Dn100 mm",
alimentare de la masini PSI; Hm =+1.00 m
L= m
PEHD40
6.5
camin apometru
regia de apa
A
de la reteaua
publica
L= m
PEHD40
L= m
PEHD50
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
L= m
PVC-KG160
1.5
;
1
%
P
A
P
A
L= m
PVC-KG160
1.5
;1%
P
A
P
A
L= m
PVC-KG160
1.5
;1%
P
A
P
A
L
=
m
P
V
C
-
K
G
2
5
0
;
0
.
5
%
L= m
PVC-KG160
1.5
;
1%
P
A
P
A
L= m
PVC-KG160
1.5
;
1%
P
A
P
A
L= m
PVC-KG160
1.5
;
1%
P
A
P
A
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
6
%
L= m
PVC-KG160
1.5
;
1%
P
A
P
A
L
=
m
P
V
C
-
K
G
1
6
0
;
1
%
L=
m
PVC-KG160
1.5
;
1
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
6
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
6
%
L
=
m
P
V
C
-
K
G
2
5
0
;
0
.
5
%
L
=
m
P
V
C
-
K
G
2
5
0
;
0
.
5
%
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
L
=
m
P
V
C
-
K
G
2
5
0
;
0
.
5
%
L= m
PVC-KG250;
0.5 %
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
P
A
L
=
m
P
V
C
-
K
G
2
5
0
;
0
.
5
%
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
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
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
la reteaua
publica
SEPARATOR
HIDROCARBURI
M
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
3
1
5
;
0
.
5
%
L
=
m
P
V
C
-
K
G
3
1
5
;
0
.
5
%
L
=
m
P
V
C
-
K
G
3
1
5
;
0
.
5
%
L
=
m
P
V
C
-
K
G
3
1
5
;
0
.
5
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L=
m
P
V
C
-K
G
160
;0.8 %
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
1
6
0
;
0
.
8
%
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
M
M
M
M
M
M
M
M
M
L= m
PVC-KG110
;2%
L= m
PVC-KG110
;2%
L= m
PVC-KG110
;
2%
L= m
PVC-KG110
;
2
%
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
d
e
l
a
r
e
t
e
a
u
a
d
e
a
l
i
m
e
n
t
a
r
e
e
l
e
c
t
r
i
c
a
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
8
%
L
=
m
P
V
C
-
K
G
2
0
0
;
0
.
8
%
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
LEGENDĂ
Referat / Expertiza nr. / dataCerintaSemnaturaNumeVerificatori / experti
PROIECTANT GENERAL
S.C. URBANO arhitect S.R.L.
R.C.:J22/350/2013; C.U.I.:RO31269085
Complex Gradinari, Str. Gradinari nr. 14, bl. F2-1, et. 1, stanga, IASI
Tel./ Fax: 0232- 26.66.08, E- mail: [email protected]
Semnătura
Șef proiect
NumeSpecificație
data
Desenat
Arh. Paul Palaghia
scara:
Titlu planșă:
Faza:
Planșa nr.Proiectat
01.2019
Proiect:
Beneficiar:
Titlu proiect:
S.C. DEDEMAN S.R.L BACAU
P.T.+D.E.
PUD-Construire centru comercial, gospodarie de apa,
reamenajare accesuri, parcare, alei carosabile si pietonale, imprejmuire
teren, amplasare mijloace publicitare
Mun. Bacau, Strada Abatorului, Nr.1, jud. Bacau, Nr.cad. 84826
nr. 342/
2018
Ing. Alexandru Meliță
PROIECTANT SPECIALITATI INSTALATII:
GENERAL INSTAL COMP S.R.LCalea Rahovei, nr. 266-268, Sector 5, Bucuresti
Tel./Fax : 021.423.11.18 Mobil: 0732.012.343
e-mail: [email protected] Website: www.instalcomp.ro
3
Ing. Alexandru Meliță
REGLEMENTARI EDILITARE
1/1000
