Post on 18-Nov-2020
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Plansa nr.Data FormatScara
Proiectat
Denumire plansa:
Obiectivul: Beneficiar:
Nr. proiect
Faza:
P.U.Z.
C e r t i f i c a r i : S R E N I S O 9 0 0 1 :2 0 0 8 , S R E N I S O 1 4 0 0 1 :2 0 0 5 , S R O H S A S 1 8 0 0 1 /2 0 0 8
w w w .bogar tcons t ruc t .ro ; eMa i l : o f f ice@ bogar tcons t ruc t .roTel./Fax .: +40264582749 , + 4 0264 582782, + 40264302814Bulevardul 1 Decembr ie 1918 , nr . 38 , 400699 , Cluj-Napoca
L i c e n t e : A u t o C A D L T 2 0 0 7 E N C D ( 0 5 7 2 7 - 0 9 1 4 5 2 - 9 0 0 0 ) , A r c h i C A D 1 0
arh. Mirela PETRINA
J 1 2 /8 8 2 /1 9 9 9 ; R O 1 1 9 5 3 9 1 6 ; B a n c a : B C R E r s t e C l u j
© Aces t documen t es te p rop r i e ta tea f i rme i S .C . B O G A R T C O N S T R U C T S .R .L . s i nu poate f i fo los i t , t r a n s m i s s a u r e p r o d u s , to ta l sau par t ia l , f a ra au to r i za rea exp resa s i sc r i sa . U t i l i za rea sa t rebu ie sa f ie con fo rma ce le i pen t ru care a fos t e labora t . Documentu l es te va lab i l numa i cu semnatu r i l e s i s tamp i le le p ro iec tan t i l o r i n o r ig ina l .
.
U/P.U.Z./
Desenat
594x420mm 09.201902.2020
arh. Mirela PETRINA
Sef proiect arh. Mirela PETRINA
Strada Pandurilor nr. 74-88, Reghin, judetul Mures
S.C. MAVIPROD S.R.L.ELABORARE PUZ PENTRU ZONA DE ACTIVITATI ECONOMICE DE TIPCOMERCIAL/SHOWROOM, DEPOZITARE SI SERVICII
370.011 cota constructie
C9C8
ACCESEXISTENT 2
+0.00=370.00
6.20
07.
000
5.00
00.
400
5.00
07.
000
3.000 13.250
19.4509.000 9.000 5.000
1.39
20.
200
7.00
00.
200
15.4
000.
200
7.80
0
7.00
0
31.9
07
6.20
07.
000
10.4
007.
000
1.76
3 8.4
73
3.500
2.00
0
8.00
08.
000
10.000
9.00
09.
000
9.00
0
10.00010.000
5.00
0
50.000
5.00
0
50.000 1.200
9.0009.000
3.30
0
4.86
58.
697
4.86
5
3.00
0
2.50
0
6.00
03.
700
3.10
01.
700
5.20
0
3.50
0
4.00
0
8.570
16.757
11.668
3.331
6.6383.941
3.1006.660
1.831
16.302
11.221
29.040 m2
Constructie existentaSpatiu comercialP+E+M
PLATFORMADESCARCARE
CABINA PORTAR
BARIERA
+0.00=370.00 - conf. proiect realizat
-0.0
5=36
9.95
TERMINAL ANDOCAREPROPUS
TERMINAL ANDOCAREPROPUS
-0.00 = 370.00+0.55 = 370.55COTA DRUM
-0.15 = 369.85
RIG
OLA
DES
CHIS
A
-0.1
5=36
9.85
-1.20 = 368.80
-0.0
5 =
369.
95
-1.2
0 =
368.
80
-1.20 = 368.80
+0.0
0 =
370.
00
-0.6
0=36
9.40
parapet b.a.+0.90 = 370.90
-1.2
0 =
368.
80
RIG
OLA
DES
CHIS
A
-1.2
0 =
368.
80
-0.1
5=36
9.85
+0.3
5=37
0.35
+0.3
5=37
0.35
Parcari acoperite
Parc
ari a
cope
rite
GURA SCURGERE-0.15 = 369.85
BORDURA+0.00 = 370.00
BORDURA+0.00 = 370.00
GURA SCURGERE-0.15 = 369.85
GURA SCURGERE-0.15 = 369.85
-0.00 = 370.00
rigola preluare ape pluvialeD400
rigola preluare ape pluvialeD400
rigola preluare ape pluvialeD400
rigola preluare ape pluvialeD400
rigol
a pr
elua
reap
e pl
uvia
leD
400
BORDURA+0.00 = 370.00
-1.2
0 =
368.
80
+0.00 = 370.00
preluare apa invelitoare
preluare apa invelitoare
preluare apa invelitoare
preluare apa invelitoare
C L A D I R IE X I S T E N T E
E
B
CAD 60254
60254-C1
CONSTRUCTIE EXISTENTA
Str.
PAN
DU
RIL
OR
DN
15
- E 5
78
Cent
ru R
eghi
n
Spre
Ded
a
Str. SUBCETATE
SHOWROOMEXTERIOR
C.P
ompe
ACCESEXISTENT 1
platforma circulabilaparcari autoturisme20 locuri de parcare
Constructie existentaSpatiu comercial
Constructie existentaSpatii de birouri si ShowroomP+E
7370.8
72
tr
8370.8
66
tr937
0.830
tr
10370.9
01
tr lg11370.7
59
tr
1237
0.541
tr1337
0.583
tr
14370.5
82
tr15
tr
16370.5
47
tr
17370.5
85
tr
27370.2
19
cg
28370.2
77
cg
29370.0
11
cc
30370.0
28
p
31370.0
20
p
32369.8
56
p
33369.7
88
p
34369.5
58
p
35369.3
65
p
36369.2
06
p3736
9.250
p
38368.6
39
p 39369.3
61
p
40369.3
78
p 4136
9.318
p 4236
9.010
p 43368.5
12
p
44368.4
37
p4536
8.392
p4636
8.448
p 4736
8.444
p4836
8.296
p
49368.2
79
g
50368.4
44
g
102
370.2
19
G10
336
9.74
GR
104
369.7
8
R
105
369.8
6
R
106
369.9
1
R
107
369.9
8
R
108
369.9
6
PAV
109
369.9
6
PAV
110369.8
7
PAV
111370.1
1
COTA
CC
112
LC
113
CC
114
CC
115
CC
116
CC117
CC
118
CC
32
33
3435
36 37ma
g
38ma
g3936
9.017
g
40368.5
21
g4136
8.490
g
43368.4
40
cg 44368.3
22
p
45368.5
41
t4636
8.383
s4736
8.387
s
48 368.27
3
s
50368.4
83
p
51368.2
04
s5236
8.239
s5336
8.453
t5436
8.391
t
55368.3
59
p
56368.243
p5736
8.537
s58368.6
42
s
59368.4
05
p
60368.3
79
cg
61368.4
77
p
62368.6
10
cg6536
8.797
g6636
8.781
g
67368.6
34
p6836
8.926
p
69369.1
45
g
70
cc
71369.2
66
dec 7236
9.230
dec
73369.2
34
dec
75369.3
30
p
86369.8
29
p
87369.7
41
can
88
cc
89
369.6
56
cc2m
91
t#
92369.6
81
dec 9
336
9.657
dec
94369.7
19
dec
95
ccg
96369.6
07
dec
97
cc98
cc
99
cc
101
368.9
45
p
102
368.7
69
p
103
368.6
24
p10
436
8.598
p
105
368.6
30
g10
636
8.797
g
113
t#115
t cc 0.
511636
9.612
p
117
cc
118
cc#
121
cc#
122
368.9
74
p
123
cc
124
368.8
71
g
125
g126cc
127
368.8
60
g
128
368.7
92
p
129
369.1
62
g
130
368.7
17
g
131
368.5
49
p
132
368.5
93
g
133
368.5
15
p
135
ccg136
cc13
7
cc13
8
cc
88
18370.5
12
tr
19370.5
75
tr
20370.6
10
tr
21370.7
22
tr2237
0.560
tr
23370.5
26
tr37
0.449
tr
25370.6
34
tr
26370.6
27
tr
25
ccv26
ccvlpg
28
cc#g8
4
29
cc#
77
cc#
79cc#
86
82
cc#85
cc
cc#
110cc#
86
84
Str.
Pand
urilo
r
RAMPA AUTO
RAMPA AUTOplatformacirculatie
parcari comionete13 locuri parcare platforma circulabila
parcari autoturisme10 locuri de parcare
PLATFORMA CIRCULATIE AUTO
370.11 cota constructie
ACCESEXISTENT 3
A C C E SE X I S T E N T 4
A C C E SE X I S T E N T 5
60254-C2
LIMITA PUZ
LIMITA DE PROPRIETATE
LIMITA DE PROPRIETATE
min. 1%
min. 1% min. 1%
min. 2%min. 2%
ZONA DE PRO
TECTIE DN 15 - 25.00m
ZONA DE PRO
TECTIE DN 15 - 25.00m
min. 1%
min. 1%
min.
1%
min. 1%2%
8 trepte15.00 x 30cm
2%
CTA = 368.80CTN = 368.35
CTA = 370.00CTN = 369.30
2%
1.5%
8 trepte15.00 x 30cm
min.
1%
min. 1%
min. 1%
min. 1%
min.
1%
min. 1%
min. 1%
min. 1%
min.
1%
min. 1%
min. 1%
min. 1%
min.
1%
min. 1%
min. 1%
min. 1%
COTA SPATIU PLANTAT
platforma circulabilaparcari autoturisme12 locuri de parcare
parcari autoturisme6 locuri de parcare
platforma circulabilaparcari autoturisme20 locuri de parcare
min. 1%
ASPH. 1
ASPH. 1
ASPH. 1
ASPH. 2
ASPH. 1
ASPH. 1
ASPH. 1
ASPH. 2ASPH. 1
ASPH. 2
ASPH. 2
Ps.1
Ps.1
Ps.2
Ps.3
Ps.4
Ps.5
Ps.6
ASPH. 1
Pp .1
Pp .2
Pp .3
Pp .4
Pp .6
Pp .5
Pp .4
Pp .7
Sv.1
Pp .1 Pp .1
Pp .1
N .1
Sv.1
Sv.2
Sv.2
Sv.3
Sv.2
Sv.4Sv.4
1.5% 1.5%1.5%
1.5%1.5%1.5% 1.5%
1.5%1.5%
1.5%
2%
LIM
ITA
ZON
A D
E IN
TER
VEN
TIEA R T A R N O R V E G I A N G L O B U L A R
A c e r P l a t a n o i d e s G l o b o s u m
min.
1%
min. 1%
min. 1%
min. 1%
AA
AA
AA
BB
Pp.1
Pp.3
T1B1
B2
B3
B5
B6
B4
B7 B8 B9B8
B12
B10
B11
B11
RD1
RD2
RD3
RD3
RD4
RD5
RD5
RG1
RG2
RG3
RG4
RG5
BV1
BV2
BV3
BV2
BV3
BV3
B13
B13
FIRMALUMINOASA
POARTA ACCESAUTOMATIZATA
POARTA ACCESAUTOMATIZATA
POARTA ACCESAUTOMATIZATA
DD
D D
D D
12%
depozitareParter
LIMITA PUZ
LIMITA PUZ
LIMITA PUZ
LIMITA PUZ
LIMITA PUZ
LIMITA PUZ
AA
UTR Z_Ec
370.8
40
2.65
00.
200
5.00
00.
200
15.4
000.
200
2.05
526
.190
32.3
39
8.05
515
.400
8.78
4
10.0
0010
.000
10.0
00
10.0
009.
000
0.200 3.100 85.000
3.50
039
.000
3.8371.30085.0000.9502.1502.8215.0009.0009.000
8.800
3.85
00.
400
6.20
0
0.400 0.400 0.400 0.400 .450 0.400 0.400 0.400 1.500 0.400
6.00
0
26.2
002.
093
14.423
3.817 6.838 3.7
60
85.950 5.138
15.000
2,251.020 m2
Hcoama=8.00 m
Hcornisa=6.45 m
+0.4
5=37
0.45
-0.1
5=36
9.85
-0.0
5 =
369.
95
soclu beton aparent, h=1.00metri+371.55 - c.sup.+370.55 - c. inf.
soclu beton aparent, dublat cu vegetatieh = 0.15m + 1.00 vegetatie+371.50 - c.sup.+370.50 - c. inf.
soclu beton aparent h=1.00, dublat cu vegetatie+371.80 - c.sup.+370.80 - c. inf.
totem iluminat
stea
guri
-0.0
5=36
9.95
soclu beton aparent, dublat cu vegetatieh = 0.15m + 1.00 vegetatie+371.70 - c.sup.+370.70 - c. inf.
soclu beton apar
ent, fara vegetat
ieh = 1.00
m
+371.80 - c.sup.
+370.80 - c. inf.
Cota platforma +0.45=370.45
soclu beton aparent - h=0.15mdublat cu vegetatie h = 1.00m
+371.60 - c.sup.+370.60 - c. inf.
cub beton prefabricat
cub beton prefabricat
banca beton prefabricat
Hcornisa=7.65 m Hcornisa=6.18 m
Hcornisa=6.18 m
Hcornisa=7.80 m
370.5
14
2410
9
CONSTRUCTIE PROPUSA
LIMITA DE PRO
PRIETATE
6.20%
2%
CTA = 368.80CTN = 368.35
CTA = 370.00CTN = 369.26
+0.00 = 370.00 - platforma hala
6.20%
GEN.P.
Sv.5
Sv.7Sv.6
Sv.8
Sv.9
S.c. = 2229.40 mpSpatii pentru depozitare
CAD 61151
AA
BB
CC
BV3
BV3
BV4
BV4
BV5
BV5
BV5
BV5
BV5
BV6
BV6
BV6BV7
BV7
BV7
BV8
BV8
BV8
BV9
BV10
BV10
BV10
BV10
BV10
BV10
BV11BV12 BV13
BV14
BV14
BV6
BV6
BV6
BV7
4
370.7
79
G 537
1.819
CG
6
371.8
75
G
7
370.9
79
G
837
1.654
G
10
372.7
64
LG
1437
0.133
LG
3337
1.616
LG
3537
0.694
LG
3637
0.641
LG
C1
74
8
370.3
3
CC
9 370.3
3CC 1037
0.35
CC
11
370.3
5
CC
12
370.3
4
CC
1437
0.35
CC
1537
0.37
CC
17
370.3
6
CC18 37
0.36
CC
19
370.3
4
CC
3437
0.36
CC
43
CC
44
CC
45CC
47
CC
56
CC
57
CC
6537
0.17
MAG
66
370.1
1
MAG
67
373.0
7
MAG
68
371.9
8
MAG
69
372.3
4MA
G 30C
M SI1
0CM
ST
72
1Cc
272
370.7
51
splem
n
C2
C4
C5
SC T
UBS
YSTE
M S
RL
146
15
369.6
29
LG
1636
9.346
LG
17
369.2
47
G
1837
0.014
LG 1936
9.056
G
2036
9.142
LG
3036
9.054
CG
390
370.6
50
gaz
33
370.6
62
CC
30A
369.0
54
CG
3237
0.015
CG
31A
368.9
68
CG
32A
370.0
15
CG
6137
0.646
G
391
370.5
92
gaz
2236
9.129
L
2336
9.737
CG
24
369.3
31
G25
370.4
63
CG
2636
9.137
G
2736
9.902
G
2936
8.848
G
336
9.242
INT
436
9.156
INT
23A
369.0
54
CG
4237
0.722
CC
28370
.322
CC
29368.797
G
3137
0.733
CCG
32369.36
3
G
33
370.7
73
CCG
14369.27
6
G
1837
1.755
CCG
536
8.505
G
138
134
617
369.3
24
SP
Cc
20A
369.0
54
CG
1137
0.724
S
43368.3
02
S
44
368.2
35
S
67
370.6
46
G
14
370.6
46
G
537
1.750
CC
16
370.6
50
CC
215 37
0.823
d
216
370.9
02
pod
21737
0.901
pod
220
370.9
03
d
223
d
226
370.9
11
d
229
370.4
46
s
230
370.9
61
ca
232
370.9
16
pod
234
370.8
89
d
241
370.9
10
d
243
370.9
46
d
244
370.9
75
d
249
370.7
39
pod
250
370.9
08
d
256
370.9
81
rig
257
370.9
62
d
259
371.0
53
d
264 37
1.016
d
265
371.1
31
ca
267
371.0
67
d
272
370.7
51
splem
n
274
370.9
98
d
276
371.0
11
d
279
370.8
81
d
281
370.7
47
pod
283370.4
39
sp
286
370.9
39
d
288
370.7
84
d
289
370.8
74
ca
293 37
0.934
ca
370.8
05
d
Str.
Pand
urilo
r
430
368.6
94
s
431
368.9
99
d
433
369.0
67
d
438
369.0
92
pod
43936
9.081
pod
454
369.2
28
pod45
536
9.320
pod
460
369.2
52
d
462
369.1
95
d
465
369.4
30
pod
466
369.4
25
pod4
8036
9.526
pod
481
369.4
77
pod49
4
369.7
39
pod
495
369.6
66
pod
503
369.6
67
pod
525
369.7
74
pod
526
369.9
68
pod
527
370.0
50
pod5
3637
0.035
pod53
737
0.071
pod
538
370.0
79
d
540
370.1
48
d
552
370.4
05
ca
553
370.3
94
ca
496
369.6
04
d
498
369.5
22
d
437
369.0
79
sp464
369.3
00
sp
487
369.6
70
sp
50436
9.825
sp528
369.9
93
sp
25
3136
8.968
CG
31B
369.0
54
CG
13
370.9
06
can
15
370.6
08
sp
16
370.9
65
pod
17 370
.975
pod
19
370.6
55
can
2037
0.968
pod
2137
0.923
pod
22
370.9
22
d23
370.9
69
d
24
370.8
87
sp
51 368.2
04
s52
368.2
39
s
56368.2
43
p57
368.5
37
s
58
368.6
42
s
107
369.8
44
g10
9
cc#
110
cc#
113
t#
115
t cc 0.
5
118
cc#
121
cc#
124
368.8
71
g
127
368.8
60
g
130
368.7
17
g
132
368.5
93
g
135
ccg13
6
cc
137
cc
138
cc
Oprea Petru
C1
C7
88
05
370.9
50
pod
90
C6
Oprea Petru
010
370.9
50
pod
2
370.8
77
d
9
370.9
50
pod
11
370.9
76
pod
12
370.8
54
d
13
370.9
06
can
24
370.8
87
sp
46
368.3
83
s
47
368.3
87
s
51 368.2
04
s52
368.2
39
s54
368.3
91
t
77cc#
79
cc#86
82
cc#
83
370.4
08
can
84
370.3
91
can 85
cc
8736
9.741
can89
369.6
56
cc2m
91
t#97
cc
98
cc
99
cc
123
cc
126
cc
terasa
Str.
Pand
urilo
r
C2 C3
CC
N
06
370.9
50
pod
C4
2
370.8
77
d
337
0.903
d
437
0.835
d
637
0.905
pod
7 370.8
85
pod
10
370.7
32
spl
12
370.8
54
d
13
370.9
06
can
26 ccvlpg
28cc#
g84
29
cc#
32
cc
33
34
35
36
37 38
mag
39
369.0
17
g
40
368.5
21
g
41
368.4
90
g
42
368.5
31
cg
46s
47
368.3
87
s
48
368.2
73
s
50
368.4
83
p
67
368.6
34
p
68
368.9
26
p
70
cc
71
369.2
66
dec
72
369.2
30
dec
7336
9.234
dec
95
ccg
decantor
C11
30
cc#
07
370.9
50
pod
1Cc
08
370.9
50
pod
13
370.9
06
can
24
370.8
87
sp
51 368.2
04
s52
368.2
39
s
124
368.8
71
g
127
368.8
60
g
130
368.7
17
g
2
370.8
77
d
47s
89
369.6
56
cc2m
91
t#
09
370.9
50
pod
40
368.5
21
g
41
368.4
90
g
42
368.5
31
cg
4936
8.314
p
67
368.6
34
p
68
368.9
26
p
7336
9.234
decC
5
C10
1
370.1
76
cc*
3
371.0
31
cc*
4
370.1
17
cc*
537
0.087
cc*
7 369.8
11
cc*
1036
9.930
cc*car
amida
11
368.7
80
cc*
13
368.8
75
cc*
15
368.9
75
cc*
S=13
66mp
3F
S=22
22mp
2A
A
CC
N
S=65
99mp
A
01
370.2
1
ST
02
370.2
1
ST
03
370.2
1
ST
0437
0.21
ST
20.57 5.68 12.69
5.04
15.9412.59
32.8116.44
3.58
11.5
011
.61
11.2
5
39.6812.8615.1313.719.193.3811.4710.3810.98
5.63
5.87
5.84
6.23
4.60
6.44
10.7
8
6.67
8.01
13.1
6
12.5
010
.10
11.0
5
11.2
7
21.02
15.31
13.56
16.7
9
23.68
45.9
5
22.547.88
11.7013.85
18.78
1.39
13.30
11.4
0
6.37
6.62
2.76
18.2
4
11.24
15.7
7
19.6
8
9.73
12.1
1
6.39
18.037.36
6.62
10.9
2
12.772.291.28
16.2
7
6.58
C3
60
368.3
79
cg
62
368.6
10
cg
Str. Subcetate
Str. Subcetate
937
1.654
G
1
369.2
24
cota
337
0.680
cc#
537
0.913
cc#
6
370.7
22
t#8
372.7
61
cc#
9
372.6
32
cc#
1137
0.808
t# 14
371.0
26
cc
15370.9
97
t
16
369.8
81
cc 18
371.0
31
cc#
19
370.3
37
copert
ina
20
370.1
89
copert
ina
21370.2
11
anexa
22
370.8
15
g
138
134
CC
N
55669
5840
5
5503
6
5157
0
5590
2
55590
56296
56297
56373
P.G
.
Anexa - ParterParterGRF III GRF III
Anexa - ParterGRF III
GRF II
P+MGRF III
P+MGRF III
P+MGRF III
P+MGRF III
GRF II GRF II
GRF II
B B
N
Legenda:
zona de interventie in incintalimita de proprietate studiata
constructii existente
constructie propusa
circulatii pietonale propuse in incinta
spatiu verde
vegetatie propusa
Platforme/rampe/circulatii auto propuse in incinta
acces autoacces pietonal
C.U.T.P.O.T.
31.55
Spatii verzi
4563.82Circulatii pietonale/expo. exterior
2.44
Suprafata terenmp
20.963033.00
Functiune%
23.40%Existent
0.30
9.911432.98Circulatii auto/parcari/platforme auto
35.155084.20
Total 100.00
EXISTENT
38.875623.1615.41
mp
20.96
%
36.37%Propus
0.46
15.532264.449.091315.00
100.00
PROPUS
14467.00
14467.00
2229.40353.00
Constructii existente 3033.0014467.00
14467.0021.99P.G. 0.1420.002240.25
Constructii existente in curs dedemolareConstructii propuse 0.000.00
S.const. = 3386.00S.desf. = 4375.60
0.000.00
S.const. = 5262.40S.desf. = 6605.00
1.7857.0005.0000.2005.4000.2005.0005.0002.80026.1902.115
32.38526.1902.115
CTN 368.80 m
Hcornisa=6.45 m
Hcoama=8.00 m
+0.00 = 370.00
Hcornisa=7.65m
+370.00+376.40
+370.00 +370.00
PROFIL A-A
1.00%1.00%
CONSTRUCTIEEXISTENTACONSTRUCTIE
PROPUSA
LIMITA DE PRO
PRIETATE
Hcornisa=6.45 m
Hcoama=8.00 m
Str. PandurilorPROFIL B-B ZONA CONSTRUIBILA
25.0005.11185.95033.450
ZONA DE PROTECTIE DN 15 - 25.00mPOSIBILITATE DEMOBILARE URBANISTICA
061:500
SUPRAFATA REGLEMENTATA : 14 467 m pSUPRAFATA STUDIATA: 42 100 m pCAD: 60254 10 187 m pCAD: 61151 4 280 m pIndici urbanistici propusi:U.T.R. propus= Z_Ec - Zona de activitatieconomice de tip comercial/showroom,depozitare si serviciiPOT maxim = 60.00 %CUT maxim = 1.20Regim maxim de inaltime: S+P+2E+E.R.
N