| Număr | 35 |
|---|---|
| An | 2012 |
| Data emiterii | 31.01.2012 |
| Link oficial | Primăria Timisoara |
| Proces verbal | PV din 31.01.2012 |
| Hotararea Consiliului Local 35/31.01.2012 privind aprobarea Planului Urbanistic Zonal Locuinte si functiuni complementare", Extravilan Timisoara, Nr. CAD: A 715/1/6/2/1, A 715/1/6/2/2 Consiliul Local al Municipiului Timisoara Având în vedere Referatul nr.SC2011-028889/10.01.2012 - al Primarului Municipiului Timişoara, domnul GHEORGHE CIUHANDU; Având în vedere avizele Comisiei pentru studii, prognoze, economie, buget, finanţe, impozite si taxe, Comisiei pentru dezvoltare urbanistică, amenajarea teritoriului şi patrimoniu, Comisiei pentru administrarea domeniului public si privat, servicii publice şi comerţ, regii autonome şi societăţi comerciale, Comisiei pentru administraţie locală, juridică, ordine publică, drepturile omului şi probleme ale minorităţilor şi al Comisiei pentru cultură, ştiinţă, învăţământ, sănătate, protecţie socială, turism , ecologie, sport şi culte din cadrul Consiliului Local al municipiului Timişoara; Având în vedere prevederile Hotărârii Guvernului nr. 525/1996 privind Regulamentul General de Urbanism, republicată; Având în vedere prevederile Legii nr. 50/1991 privind autorizarea executării lucrărilor de construcţii, republicată şi modificată; Având în vedere prevederile art. 25 alin. (1) şi Anexei I din Legea nr. 350/2001 privind amenajarea teritoriului şi urbanismul, modificată; Având în vedere Avizul de Oportunitate nr. 02/09.12.2008, Avizul Favorabil nr. 15/16.12.2010 al Comisiei Tehnice de Amenajare a Teritoriului şi de Urbanism, precum si Avizul Consiliului Judetean Timis nr. 109/07.09.2011; În conformitate cu prevederile art. 36 alin. (2) lit. c) şi alin. (5) lit. c) din Legea nr. 215/2001 privind administraţia publică locală, republicată şi modificată; În temeiul art. 45 alin.2 din Legea nr. 215/2001 privind administraţia publică locală, republicată şi modificată; HOTARASTE Art.1: Se aprobă Planul Urbanistic Zonal "Locuinte si functiuni complementare", Extravilan Timisoara, Nr. CAD: A 715/1/6/2/1, A 715/1/6/2/2, având ca beneficiar pe SPINU EUGENIA si BIHOI ANA, întocmit conform Proiectului nr. 105/2010, realizat de S.C. TECTONICS HOUSE S.R.L., care face parte integrantă din prezenta hotărâre. Art.2: Se stabilesc condiţiile de construire: regimul de înălţime de S+P+2E, acces auto, realizarea locurilor de parcare exclusiv pe parcela deţinută de beneficiari, procentul de ocupare al terenului POT max de 35% - pentru zona de locuire individuala si POT max de 40% - pentru zona de dotari si servicii publice, coeficientul de utilizare al terenului CUT de 1,00 - pentru zona de locuire individuala si CUT de 1,20 - pentru zona de dotari si servicii publice, Hmax = 10,00 m - pentru zona de locuire individuala si Hmax = 13,50 m - pentru zona de dotari si servicii publice, spaţii verzi de 25% din suprafaţa totală a parcelei - conform Avizului Agentiei Regionale pentru Protectia Mediului Timisoara - Regiunea Vest, Nr. 9324/28.11.2011. Art.3: Prezentul Plan Urbanistic Zonal "Locuinte si functiuni complementare", Extravilan Timisoara, Nr. CAD: A 715/1/6/2/1, A 715/1/6/2/2, se va integra în prevederile Planului Urbanistic General Timişoara şi are o valabilitate de 5 ani. Terenul studiat, in suprafata totala de 30.200 mp, este înscris în C.F. nr. 405330 (vechi 150776), având nr. top A 715/1/6/2/2 - fiind proprietatea BIHOI ANA, si C.F. 405324(vechi 149036) , avand nr. topo A 715/1/6/2/1- fiind proprietatea SPINU EUGENIA. Art. 4: Autorizatia de Construire se va putea emite doar după ce suprafetele de teren afectate de dezvoltarea tramei stradale, vor fi trecute în domeniu public. Art. 5: Suprafata studiata prin prezentul Plan Urbanistic Zonal "Locuinte si functiuni complementare", Extravilan Timisoara, Nr. CAD: A 715/1/6/2/1, A 715/1/6/2/2, de 30.200 mp, conform extraselor CF si a planului parcelar, se va introduce în intravilanul municipiului Timisoara; terenul va trece în zona D de impozitare. Art. 6: Reglementările privind autorizarea construcţiilor şi a amenajărilor vor fi aplicate în concordanţă cu prevederile prezentului Plan Urbanistic Zonal "Locuinte si functiuni complementare", Extravilan Timisoara, Nr. CAD: A 715/1/6/2/1, A 715/1/6/2/2 şi a Regulamentului Local de Urbanism. Art. 7: Cu aducerea la îndeplinire a prezentei hotărâri se încredinţează Institutia Arhitectului Sef din cadrul Primăriei Municipiului Timişoara. Art. 8: Prezenta hotărâre se comunică: - Instituţiei Prefectului Judeţului Timiş; -Primarului Municipiului Timişoara; -Consiliului Judeţean Timiş; -Serviciului Juridic; -Direcţiei Economice; -Direcţiei Tehnice; -Institutiei Arhitectului Sef ; -Direcţiei Patrimoniu; -Biroului Managementul Calităţii; -Compartimentului Control Intern; -Serviciului Audit Public Intern -Beneficiarilor Spinu Eugenia şi Bihoi Ana; -Proiectantului - S.C. Tectonics House S.R.L.; -Mass - media locale.
|
PUZ TIMISOARA CALEA TORONTALULUI
s. c.T E C T O N I C S s. r. l.house
FAZA
DATA
ARH. Marius NICORICI - CALANCE
NR. PROIECT
SCARA
ARH. Carmen NICORICI - CALANCE
SEF PROIECT
PROIECTAT
DESENAT
Denumire PROIECT:
PLANSA:
VERIFICAT
NR.PLANSA
VERIFICATOR
AMPLASAMENT:
J35/1011/2003 ARH. Carmen NICORICI - CALANCE
ARH. Carmen NICORICI - CALANCE
BENEFICIAR:
PROIECT URBANISTIC ZONAL - locuinte si functiuni complementare - Timisoara, CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
105 /2010
sept. 2010
P.U.Z.
LOCUINTE si FUNCTIUNI COMPLEMENTARE
SPINU EUGENIA , BIHOI ANA Timisoara, Zona Calea Torontalului CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
Cad A715/1/6/2/1 Cad A715/1/6/2/2
BILANT TERITORIAL
Suprafata totala
Spatii verzi
Dotari de cartier,
a zonei studiate
Locuire si Functiuni complementare din care : spatii verzi amenajate
Existent masurat
Propus %
servicii, comert
100,00
62,11
7,00
14,43
Circulatii
4 357
18 757
4 970
30 200
16,46
2 116
4 689 25,00
Teren agricol 100,0030 200
30 200
1
TEREN AGRICOL PARCELA DE TEREN PROPRIETATE PRIVATA A PERSOANELOR FIZICE
NR.MAX. DE UNITATI LOCATIVE PE PARCELA :2
L E G E N D A
LIMITA ZONA STUDIATA
LIMITA DE PROPRIETATE
R E G L E M E N T A R I
CANAL ANIF existent in zona
DRUM PROPUS
NUMAR PARCELE
SPATII VERZI DE ALINIAMENT
ZONA DE IMPLANTARE A CLADIRILOR PRINCIPALE ( IZOLATE,CUPLATE sau INSIRUITE)
ACCES LA PARCELA
ZONA DE DOTARI ALE ZONEI DE LOCUIT S+P+2E POT MAX.40% CUT MAX. 1,2 H MAX 13,5 M SPATII VERZI
PISTA PT. BICICLETE
PTT1 PTT1 PROFIL DRUM PROPUS
DIRECTIA COAMEI PRINCIPALE
ZONA DE LOCUINTE FAMILIALE S+P+2E SI FUNCTIUNI COMPLEMENTARE POT MAX.35% CUT MAX. 1,0 H MAX 10,0 M
TROTUAR
3.00 cc
Sc 1:100
z.v.tr 1.50 1.50
PROFIL TRANSVERSAL TIP PTT1
3.00 12.00
1.501.50 z.v. tr
26.00
trotuar 2.50 7.007.00
PROFIL TRANSVERSAL TIP PTT2
7.00 z.v.
2.001.50 p.c. c
2.5%
Scara 1:100
2.50 c
2.5%
2.00 z.v. p.c.
1.50 trotuar
577,51 m 2
537,80 m 2
570,90 m 2
735,54 m 2
721,93 m 2
680,70 m 2
677,25 m 2
677,43 m 2
718,63 m 2
681,73 m 2
541,16 m 2
613,42 m 2
605,70 m 2 908,54 m 2
565,58 m 2
388,26 m 2
601,94 m 2
863,97 m 2
574,18 m 2
651,50 m 2
580,27 m 2
776,94 m 2
24 ,72
18 ,00
21 ,75
19,53
19,00
11,87 7,13
5
38,32 5
30,54
9,00
12,72
12,00
10,00 5,00
5,00
34,96 5
12,00
19 ,00
35,62 5
11 ,94
5
24 ,89
6,0 9
36,40
10,00
5,00
5,00
37,69 5
6,0 0
5,00
5,00
10,00
10,00
5,0 0
3,0 0
38,94 5
40,15 5
41,39 5
26 ,96
17 ,52
5
17 ,62
5
17 ,13
16 ,26
5
18 ,42
20 ,41
21,37 5
21,07
42,63
17 ,55
5
17 ,67
5
17 ,17
5
19 ,13
18 ,37
5
20 ,35
5
27 ,18
5
12 ,00
34,92 5
21,94 5
21,90 5
11,77
255,50
15 2,3
3
A715/1/7/2
25
26
40
98.014
36
35
33 98.018
97.791
97.5 33
DE 71
5/1 /8
97.4 52
59798.5 02
60798.6 25
61798.6 14
62798.7 67
63798.4 49
98.411
10
9
39
38
37
483700
203200
483700
203300
483400
483500
203300
483500
483600 483600
203300
203200
483500
483400
203200 203200
203400 203400
483600
203400
203300
483400
4
330
34
98.267
97.966
98.06727
29
28
A715/1/6/2
24
22
23
DE 71
5/1 /8
A715/1/4
10. 0
4.0
4.0
7.0
10. 0
6.0
12.0
12. 0
D/S+P+2E
D/S+P+3E
D/S+P+2E(1E+M)
D/S+P+2E+M 12.0
D/S+P+2E(1E+M)
P+1E(M)-P+2E(1E+M)
10. 0
Lot 3 = 11386 mp
18.0
R 4.50
R9.00
R 4.50
R9.00
R 4.50
R9.00
6.0
6.0
289.3
35.0
189.1
44.54
43.60
24.56
20.00
19.80
24.33
10.00 10.00
6.0 0
6.0 0
6.0 0
61 .69
50 .29
305.65
50 .39
50 .38
50 .37
305.29
306.01
27 .57
16 .80
16 .80
16 .80
16 .80
10.00 10.00
6.00
3.0 0
6.00
6.00
23.08
22.00
22.00
23.11
45.07
45.07
45.12
6.00
10.00
10.00
6.0 0
27 .55
24 .79
33 .61
16 .77
16 .81
42.01
46.27
41.98
45.88
46.05
41.99
42.03
46.48
43.08
44.51
45.09
45.10
44.55
43.86
43.34
44.53
27 .55
27 .57
21.71
19.80
20.00
21.58
11.00
4.00 11.00
26.00
6.00
3.0 0
3.0 0
1,010 m2
758 m2
757 m2
632 m2
757 m2
606 m2
632 m2
758 m2
606 m2
757 m2
758 m2
732 m2
735 m2
749 m2
546 m2
672 m2
672 m2
739 m2
749 m2 747 m2
724 m2
1,066 m2
846 m2
1,050 m2
757 m2
758 m2
HCN 613-8
PUZ APROBAT CF. HCL104/2007
PUZ APROBAT CF. HCL 74/2009
89.23
88.18 88.09
88.04
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68
88.76
88.50
88.69
88.70
88.77
88.77
89.06
89.03
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.06
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.96
88.95
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51
88.54 89.03
89.03
89.03
89.15
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.19
88.54
88.67
88.71
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40
88.42
88.79
88.35
88.46
88.54
88.62 88.62
2 0 3 2 0 0
483600
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15395mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
De 71 5/ 1/ 8
De 71 5
A732/1
2 0 3 2 0 0
483400
1
2
3
4
5
6
88.45
88.18 88.09
88.04
88.67
88.40 88.42
88.45
88.24
88.06 88.53
88.53 88.37 88.25
88.39
88.45
88.54
88.83 88.75
88.81
88.88
88.85
89.00
88.87
88.97
88.89
88.91
88.22
87.72 87.62
87.67
87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.46
88.65
88.14
88.49
88.22
88.50
88.32
88.53
88.39
88.57
88.19
88.54
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 0 0 0
483400
A715/1/7/2
A715/1/14
A715/1/14
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 2 0 0
483600
2 0 3 0 0 0
483400
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
container
Cad A715/1/6/2/1 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3 SCF=15100mp Smas=15392mp
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
A715/1/7/2
De 71 5/ 1/ 8
A715/1/14
De 71 5
A732/1
PUZ
A715/1/14
PUZ APROBAT CF. HCL 478/15.12.2009
1,177 m2
2
3
4
5
6
7
8
9
10
11 12
1
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
37
45.13
27 .53
16 .80
16 .80
16 .80
16 .78
3.0 0
10 .00
10 .00
3.0 0
3.0 0
12.00
24 .16
20 .15
25 .00
25 .37
4.00 4.00 4.00
1,154 m2
926 m2
1,100 m2
749 m2
551 m2
4834002 03
40 0
4834002 03
20 0
4834002 03
00 0
S+P+2E
S+P+2E
S+P+2E
PTT 2
PTT 2
PTT 1
PTT 1
PTT 1
PTT 1
PTT 1
PTT 1
P T T 1
PT T 1
S+P+2E
PT T 1
PLAN DE SITUATIE - REGLEMENTARI URBANISTICE- zonificare U03/105
1:1000
PUZ TIMISOARA CALEA TORONTALULUI
s. c.T E C T O N I C S s. r. l.house
FAZA
DATA
ARH. Marius NICORICI - CALANCE
NR. PROIECT
SCARA
ARH. Carmen NICORICI - CALANCE
SEF PROIECT
PROIECTAT
DESENAT
Denumire PROIECT:
PLANSA:
VERIFICAT
NR.PLANSA
VERIFICATOR
AMPLASAMENT:
J35/1011/2003 ARH. Carmen NICORICI - CALANCE
ARH. Carmen NICORICI - CALANCE
BENEFICIAR:
PROIECT URBANISTIC ZONAL - locuinte si functiuni complementare - Timisoara, CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
105 /2010
sept. 2010
P.U.Z.
LOCUINTE si FUNCTIUNI COMPLEMENTARE
SPINU EUGENIA , BIHOI ANA Timisoara, Zona Calea Torontalului CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
Cad A715/1/6/2/1 Cad A715/1/6/2/2
LIMITA ZONA STUDIATA
LIMITA DE PROPRIETATE
TEREN PROPRIETATE PRIVATA A PERSOANELOR FIZICE SI JURIDICE CE URMEAZA A TRECE IN INTRAVILAN TIMISOARA
CANAL ANIF
DRUM EXISTENT DE 715
BILANT TERITORIAL
SUPRAFATA TOTALA A ZONEI STUDIATE
%
100,00
16,45
83,55
TEREN CE URMEAZA A TRECE IN DOMENIUL PUBLIC
TEREN PROPRIETATE PRIVATA A PERSOANELOR FIZICE SAU JURIDICE
TEREN CE URMEAZA A TRECE IN DOMENIUL PUBLIC DE INTERES LOCAL
mp
25 230
4 970
TEREN INTRAVILAN PROPRIETATE PRIVATA A PERSOANELOR FIZICE SI JURIDICE
TEREN INTRAVILAN DOMENIUL PUBLIC DE INTERES LOCAL
L E G E N D A
C I R C U L A T I A T E R E N U R I L O R T I P U R I D E P R O P R I E T A T E
30 200
TEREN AGRICOL EXTRAVILAN PROPRIETATE PRIVATA A PERSOANELOR FIZICE
50 .29
305.65
50 .39
50 .38
50 .37
305.29
306.01
6.0 0
25 .37
25 .00
20 .15
24 .16
46.05
41.99
46.27
46.48
42.03
41.98
45.88
16 .78
16 .80
16 .80
16 .80
27 .54
45.10
45.07
45.12
45.07
45.06
45.13
23.11
22.00
22.00
23.0827 .55
27 .53
16 .80
16 .80
16 .80
16 .80
27 .56
44.53
43.34
43.60
44.54
44.55
43.86
24.56
20.00
19.80
24.3327 .57
27 .55
44.51
43.08
1,010 m2
758 m2
757 m2
632 m2
757 m2
606 m2
632 m2
758 m2
606 m2
757 m2
758 m2
732 m2
735 m2
749 m2
546 m2
672 m2
672 m2
739 m2
749 m2 747 m2
724 m2
1,066 m2
846 m2
1,050 m2
757 m2
758 m2
4834002 03
40 0
4834002 03
20 0
DR UM
DR UM
PUZ APROBAT CF. HCL104/2007
PUZ APROBAT CF. HCL 74/2009
89.23
88.18 88.09
88.04
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68
88.76
88.50
88.69
88.70
88.77
88.77
89.06
89.03
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.02
89.06 88.76
88.80 88.74
89.08
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.95
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51
88.54 89.03
89.03
89.03
89.15
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.19
88.54
88.67
88.71
88.50 88.50
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40
88.42
88.79
88.35
88.46
88.54
88.62 88.62
2 0 3 2 0 0
483600
CC
dru m m
aca dam
dru m m
aca dam
drum macadam
drum pamant
dru m p
am an
t
2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
C
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15395mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
De 71 5/ 1/ 8
De 71 5
A732/1
2 0 3 2 0 0
483400
1
2
3
4
5
6
88.18 88.09
88.04
88.67
88.85
89.00
88.87
88.97
88.89
88.91
88.22
88.66 87.81
87.53
87.72
87.51
87.62 87.67
87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.65
88.49
88.19
88.54
2 0 3 2 0 0
483400
vana
post trafo
A715/1/7/2
A715/1/14
A715/1/14
1,177 m2
2
3
4
5
6
7
8
9
10
11
12
1
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1,154 m2
926 m2
1,100 m2
749 m2
551 m2
HCN 613-8
BILANT TERITORIAL
Suprafata totala
Spatii verzi
Dotari de cartier,
a zonei studiate
Locuire si Functiuni complementare din care : spatii verzi amenajate
Existent masurat
Propus %
servicii, comert
100,00
62,11
7,00
14,43
Circulatii
4 357
18 757
4 970
30 200
16,46
2 116
4 689 25,00
Teren agricol 100,0030 200
30 200
PLAN DE SITUATIE - CIRCULATIA TERENURILOR
1:1000
U04/105
PUZ TIMISOARA CALEA TORONTALULUI
s. c.T E C T O N I C S s. r. l.house
FAZA
DATA
ARH. Marius NICORICI - CALANCE
NR. PROIECT
SCARA
ARH. Carmen NICORICI - CALANCE
SEF PROIECT
PROIECTAT
DESENAT
Denumire PROIECT:
PLANSA:
VERIFICAT
NR.PLANSA
VERIFICATOR
AMPLASAMENT:
J35/1011/2003 ARH. Carmen NICORICI - CALANCE
ARH. Carmen NICORICI - CALANCE
BENEFICIAR:
PROIECT URBANISTIC ZONAL - locuinte si functiuni complementare - Timisoara, CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
105 /2010
sept. 2010
P.U.Z.
LOCUINTE si FUNCTIUNI COMPLEMENTARE
SPINU EUGENIA , BIHOI ANA Timisoara, Zona Calea Torontalului CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
Cad A715/1/6/2/1 Cad A715/1/6/2/2
1
L E G E N D A
LIMITA ZONA STUDIATA
LIMITA DE PROPRIETATE CANAL ANIF existent in zona
DRUM PROPUS
NUMAR PARCELE
SPATII VERZI DE ALINIAMENT ACCES LA PARCELA
DOTARI ALE ZONEI DE LOCUIT S+P+2E POT MAX.40% CUT MAX. 1,2 H MAX 13,5 M SPATII VERZI
PISTA PT. BICICLETE LOCUINTE FAMILIALE S+P+2E SI FUNCTIUNI COMPLEMENTARE POT MAX.35% CUT MAX. 1,0 H MAX 10,0 M
TROTUAR
TEREN AGRICOL PARCELA DE TEREN PROPRIETATE PRIVATA A PERSOANELOR FIZICE
1,010 m2
1,154 m2
926 m2
1,100 m2
758 m2
757 m2
632 m2
757 m2
606 m2
632 m2
758 m2
606 m2
757 m2
758 m2
749 m2
732 m2
735 m2
749 m2
546 m2
551 m2
672 m2
672 m2
739 m2
749 m2
747 m2
724 m2
1,066 m2
846 m2
1,177 m2
1,050 m2
757 m2
758 m2 89.23
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68
88.76
88.50
88.69
88.70
88.77
88.77
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.02
89.06 88.76
88.80 88.74
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.96
88.95
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51
88.54 89.03
89.03
89.03
89.15
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.54
88.67
88.71
88.50 88.50
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40
88.42
88.79
88.35
88.46
88.54
88.62 88.62
2 0 3 2 0 0
483600
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
C
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15395mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
De 71 5/ 1/ 8
De 71 5
A732/1
2 0 3 2 0 0
483400
1
2
3
4
5
6
88.67
88.42
88.81
88.88
88.85
89.00
88.87
88.97 87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.46
88.65
88.49
88.50
88.53
88.57
88.54
2 0 3 2 0 0
483400
A715/1/14
2 0 3 2 0 0
483400
2 0 3 2 0 0
483600
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
C
container
Cad A715/1/6/2/1 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3 SCF=15100mp Smas=15392mp
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
De 71 5/ 1/ 8
A715/1/14
De 71 5
A732/1
PUZ
A715/1/3
A715/1/4
700,58 m 2
577,51 m 2
537,80 m 2
570,90 m 2
735,54 m 2
680,70 m 2
677,25 m 2
677,43 m 2
718,63 m 2
681,73 m 2
541,16 m 2
613,42 m 2
605,70 m 2
760,46 m 2
908,54 m 2
565,58 m 2
388,26 m 2
601,94 m 2
863,97 m 2
574,18 m 2
651,50 m 2
580,27 m 2
756,74 m 2
776,94 m 2
24 ,72
18 ,00
21 ,75
19,53
19,00
11,87 7,13
5
40,03 5
38,32 5
30,54
9,00
12,72
12,00
10,00
10,00 5,00
5,00
12,00
14,57 5
19 ,00
19 ,00
18,47 5
35,62 5
10,00
10,00
11 ,94
5
24 ,68
24 ,89
6,0 9
10,00
5,00
5,00
37,69 5
19 ,38
18 ,49
5
6,0 0
5,00
5,00
10,00
10,00
5,0 0
3,0 0
38,94 5
40,15 5
41,39 5
26 ,96
17 ,52
5
17 ,62
5
17 ,13
16 ,26
5
21,37 5
21,07
42,63
17 ,55
5
17 ,67
5
17 ,17
5
19 ,13
18 ,37
5
20 ,35
5
27 ,18
5
12 ,00
34,92 5
21,94 5
21,90 5
11,77
255,50 15
2,3 3
R = 7,00
R = 7,00
A715/1/7/2
25
26
40
98.014
36
3598.688 97.791
59798.5 02
60798.6 25
61798.6 14
62798.7 67
63798.4 49
98.411
8
10
9
21 32
39
38
37
483700
203200
483700
203300
483400
483500
203300
483500
483600 483600
203300
203200
483500
483400
203200 203200
203400 203400
483600
203400
203300
483400
330
34
98.267
98.379
97.966
98.06727
29
28
A715/1/6/2
24
22
23
A715/1/7/1
S=4.10 ha
20 ,23
5
A715
A715/1/4
89.65
89.84
89.83
Cc715/1/3
89.71
10. 0
10. 0
6.0
D/S+P+3E+M
Lot 2=2113mp
4.0
4.0
7.0 10.
0
10. 0
6.0
12.0
12. 0
24. 0
D/S+P+2E
D/S+P+3E
D/S+P+2E(1E+M)
D/S+P+2E+M 12.0
D/S+P+2E(1E+M)
P+1E(M)-P+2E(1E+M)
10. 0
P - P+2E
M
5.0 Lot 4=1000mp
10. 0
S+P+3E+M
7.0
Lot 3 = 11386 mp
10. 0
18.0
R 4.50
R9.00 D/S+P+2E
R 4.50
R9.00
R 4.50
R9.00
5.0
6.0
6.0 M
188.2
289.3
33.3
35.0
189.1
6.0
6.0
61 .7
26.0
50 .3
305.7
50 .4
50 .4
50 .4
305.3
306.0
2
3
4
5
6
7
8
9
10
11
12
1
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
37
42.0
4.0
4.0
4834002 03
40 0
4834002 03
20 0
S+P+2E
S+P+2E
S+P+2E
PTT 2
PTT 2
PTT 1
PTT 1
PTT 1
PTT 1
PTT 1
PTT 1
P T T 1
PT T 1
S+P+2E
HCN 613-8
PUZ APROBAT CF. HCL104/2007
PUZ APROBAT CF. HCL 74/2009
PT T 1
PUZ APROBAT CF. HCL 478/15.12.2009
BILANT TERITORIAL
Suprafata totala
Spatii verzi
Dotari de cartier,
a zonei studiate
Locuire si Functiuni complementare din care : spatii verzi amenajate
Existent masurat
Propus %
servicii, comert
100,00
62,11
7,00
14,43
Circulatii
4 357
18 757
4 970
30 200
16,46
2 116
4 689 25,00
Teren agricol 100,0030 200
30 200
PLAN DE SITUATIE - PROPUNERE MOBILARE U05/105
1:1000
PUZ TIMISOARA CALEA TORONTALULUI LOCUINTE si FUNCTIUNI COMPLEMENTARE
Cad A715/1/6/2/1 Cad A715/1/6/2/2
s. c. T E C T O N I C S s. r. l.house FAZA
DATA
ARH. Marius NICORICI - CALANCE
NR. PROIECT
SCARA
ARH. Carmen NICORICI - CALANCE
SEF PROIECT
PROIECTAT
DESENAT
Denumire PROIECT:
PLANSA:
VERIFICAT
NR.PLANSA
VERIFICATOR
AMPLASAMENT:
J35/1011/2003
ARH. Carmen NICORICI - CALANCE
ARH. Carmen NICORICI - CALANCE
BENEFICIAR:
PROIECT URBANISTIC ZONAL - locuinte si functiuni complementare - Timisoara, CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
105 /2010
sept. 2010
P.U.Z. SPINU EUGENIA , BIHOI ANA Timisoara, Zona Calea Torontalului CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
1
TEREN AGRICOL PARCELA DE TEREN PROPRIETATE PRIVATA A PERSOANELOR FIZICE
L E G E N D A
LIMITA ZONA STUDIATA
LIMITA DE PROPRIETATE CANAL ANIF existent in zona
DRUM PROPUS
NUMAR PARCELE
SPATII VERZI DE ALINIAMENT
ZONA DE IMPLANTARE A CLADIRILOR PRINCIPALE ( IZOLATE,CUPLATE sau INSIRUITE)
ACCES LA PARCELA
ZONA DE DOTARI ALE ZONEI DE LOCUIT S+P+2E POT MAX.40% CUT MAX. 1,2 H MAX 13,5 M SPATII VERZI
PISTA PT. BICICLETE
PTT1 PTT1 PROFIL DRUM PROPUS
DIRECTIA COAMEI PRINCIPALE
ZONA DE LOCUINTE FAMILIALE S+P+2E SI FUNCTIUNI COMPLEMENTARE POT MAX.35% CUT MAX. 1,0 H MAX 10,0 M
TROTUAR
1
700,58 m 2
577,51 m 2
678,19 m 2
537,80 m 2
570,90 m 2
735,54 m 2
721,93 m 2
680,70 m 2
677,25 m 2
677,43 m 2
718,63 m 2
681,73 m 2
541,16 m 2
613,42 m 2
605,70 m 2
751,39 m 2
760,46 m 2
908,54 m 2
565,58 m 2
388,26 m 2
601,94 m 2
863,97 m 2
574,18 m 2
651,50 m 2
580,27 m 2
756,74 m 2
750,28 m 2
776,94 m 2
24 ,72
18 ,00
21 ,75
19,53
19,00
11,87 7,13
5
40,03 5
37 ,96
5
38,32 5
30,54
9,00
12,72
12,00
10,00
10,00 5,00
5,00
34,96 5
12,00
14,57 5
18,90
19 ,00
19 ,00
33,52 5
18,47 5
35,62 5
10,00
10,00
11 ,94
5
24 ,68
19 ,84
24 ,89
6,0 9
36,40
10,00
5,00
5,00
37,69 5
19 ,38
18 ,49
5
6,0 0
5,00
5,00
10,00
10,00
5,0 0
3,0 0
38,94 5
40,15 5
41,39 5
26 ,96
17 ,52
5
17 ,62
5
17 ,13
16 ,26
5
18 ,42
20 ,41
21,37 5
21,07
42,63
17 ,55
5
17 ,67
5
17 ,17
5
19 ,13
18 ,37
5
20 ,35
5
27 ,18
5
12 ,00
34,92 5
21,94 5
21,90 5
11,77
255,50
15 2,3
3
R = 7,00
R = 7,00
A715/1/7/2
25
26
40
98.014
36
35
33
98.688
98.018
97.791
97.5 33
Hc 613/8
DE 71
5/1 /8
97.4 52
59798.5 02
60798.6 25
61798.6 14
62798.7 67
63798.4 49
98.411
8
10
9
21 32
39
38
37
483700
203200
483700
203300
483300
483200
203200
483200
203300
483200
203200
483300
203300
483300
483400
483500
203300
483500
483600 483600
203300
203200
483500
483400
203200 203200
203400 203400
483600
203400
203300
203400 203400
483400
4
330
34
483300
203100
98.267
98.379
97.966
98.06727
29
28
A715/1/6/2
24
22
23
A715/1/7/1
S=4.10 ha
20 ,23
5
HC 714
-5/1 m
DE 71
3/4
A713/1
A713/2
A715
DE 71
5/1 /8
HC613
A715/1/4
88.94
89.26
89.34
89.41
89.26
89.65
89.84
89.83
89.61
89.70
89.50
89.37
89.49
89.15
89.09
89.45
89.32
89.82
89.82
88.95 88.92
88.69 88.88
88.84 88.93
88.74
88.82
88.67
88.72
88.64
88.71
88.87
88.84
88.93
88.7888.94
88.87 88.82
88.85
88.84
88.86
89.55 89.33
89.29 89.36
89.20 89.23
89.03
89.09
89.00 89.04
88.90 88.92
88.91
88.89
DE712/1
Cc711/1/36-38 A711/1/18-A711/1/35
Cc715/1/3
A715/1/1
Cc715/1/2
89.71
89.21
89.26
89.51
89.61
89.57
89.73
89.37
89.58
89.44
89.53
89.64
89.69
89.84
89.34
89.26
89.30
89.55
89.41
89.60
89.66
89.78
89.93
89.64
89.79
89.96
89.82
89.59
89.76
89.91
89.86
88.88
88.87 88.93
88.82
89.79
89.8989.76
89.94
89.90
89.90 89.86
88.96
89.01 89.15
89.37 89.37
89.61 89.65
89.88 89.82
89.84 89.89
89.87
89.89 89.85
89.96 90.02
90.41
90.40 90.42
89.92
90.10
89.94
89.97
88.82 88.86
89.87
89.82
89.90
89.84
89.72
89.85
89.58
89.82
89.80
89.85
89.74
89.74
89.82 89.85
89.73
89.67
89.68
89.62
De 732/1/1
89.76
89.83
89.84
89.86
89.8789.87
89.88
89.89
89.85
89.66
89.57
89.87
89.84
89.74
89.69
89.87
89.31
89.44
89.26
89.35
89.32
89.49
89.48
89.29
89.51
89.37
89.51
89.21
89.18
89.36
89.46
89.67
89.30
89.19
89.33
89.28
89.54
89.44
89.29
89.79
89.59
89.47
89.24
89.35
32 .47
m
32 .48
m
32 .48
m
307.89m
32 .48
m
32 .48
m
32 .47
m
307.90m
307.90m
307.89m
Lot 1=1940mp
P.U.Z. "Zona de locuinte cu functiuni complementare", extravilan Timisoara, aeroportul utilitar Cioca (HCLMT 104/2007)
10 . 0
10 . 0 6 .
0
6 .0
D/S+P+3E+M
Lot 2=2113mp
4.0
4.0
7.0
26.0
10 . 0
10 . 0
6 .0
12.0
12. 0
24. 0
D/S+P+2E
D/S+P+3E
D/S+P+2E(1E+M)
D/S+P+2E+M 12.0
7 .0
5 .0
6 .0
10 . 0
D/S+P+2E(1E+M)
P+1E(M)-P+2E(1E+M)
P+2E(1E+M)-
P+3E(2E+M)
10 . 0
P+4E+M P - P+2E
P - P+2E
P - P+2E
P - P+2E
P - P+2E
P+4E+M
Locuinte colective cu spatii
comerciale la parter / P+4E+M
M
7 .0
D/S+P+2E
S+P+3E+M
5.0
Lot 2=2000mp
Lot 5=1000mp
Lot 4=1000mp IS
5.5
32.4
35.0
7 .0
10 . 0
S+P+3E+M
6.0
7 .0
SP
Lot 3 = 11386 mp
5.0
7.0
10. 0
5. 36
7.0
18 .0
R 4.50
R9.00 D/S+P+2E
R 4.50
R9.00
R 4.50
R9.00
5 .0
6.0
6.0
M
M
188.2
26.5
30.1
289.3
60.4
29.5
33.3
31.9
35.0
189.1
44.5
43.6
24.6
20.0
19.8
24.3
6.0
6.0
6.0
61 .7
50 .3
305.7
50 .4
50 .4
50 .4
305.3
306.0
27 .6
16 .8
16 .8
16 .8
16 .8
23.1
22.0
22.0
23.1
45.1
45.1
45.1
27 .5
24 .8
33 .6
16 .8
16 .8
42.0
46.3
42.0
45.9
46.1
42.0
42.0
46.5
43.1
44.5
45.1
45.1 44.6
43.9
43.3
44.5
27 .6
27 .6
21.7
19.8
20.0
21.6
11.0 4.0 11.0
26.0
6.0
3.0
1,010 m2
758 m2
757 m2
632 m2
757 m2
606 m2
632 m2
758 m2
606 m2
757 m2
758 m2
732 m2
735 m2
749 m2
546 m2
672 m2
672 m2
739 m2
749 m2 747 m2
724 m2
1,066 m2
846 m2
1,050 m2
757 m2
758 m2
HCN 613-8
PUZ APROBAT CF. HCL104/2007
PUZ APROBAT CF. HCL 74/2009
89.23
88.18 88.09
88.04
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68
88.76
88.50
88.69
88.70
88.77
88.77
89.06
89.03
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.02
89.06 88.76
88.80 88.74
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.96
88.95
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51
88.54 89.03
89.03
89.03
89.15
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.19
88.54
88.67
88.71
88.50 88.50
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40
88.42
88.79
88.35
88.46
88.54
88.62 88.62
2 0 3 2 0 0
483600
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
C
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15395mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
De 71 5/ 1/ 8
De 71 5
A732/1
2 0 3 2 0 0
483400
1
2
3
4
5
6
88.45
88.18 88.09
88.04
88.67
88.40 88.42
88.45
90.16
88.70 88.23
88.64 88.52
88.24
88.06
88.57 88.66 88.61 88.53
88.53 88.37 88.25
88.39
88.45
88.54
88.83 88.75
88.81
88.88
88.85
89.00
88.87
88.97
88.89
88.91
88.22
88.66
87.90 88.28
87.61
88.22
87.51
87.81
87.53
87.72
87.51
87.62 87.67
87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.46
88.65
88.14
88.49
88.22
88.50
88.32
88.53
88.39
88.57
88.19
88.54
88.82 88.84
88.97
89.10
89.35 89.35
89.39 89.35
89.41
89.1589.06
89.62
89.59
89.64
89.66 89.60
90.1690.1590.1590.1590.17
89.3689.47
89.51
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 0 0 0
483400
dru m p
am ant
A715/1/7/2
A715/1/14
A715/1/14
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 2 0 0
483600
2 0 3 0 0 0
483400
Plan de amplasament Sc 1 : 2000
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
vana
post trafo
C
C
container
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3 SCF=15100mp Smas=15392mp
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
A715/1/7/2
De 71 5/ 1/ 8
A715/1/14
De 71 5
A732/1
PUZ
A715/1/14
PUZ
A715/1/3
A715/1/4
A715/1/1
A715/1/2
De712
A711
PUZ APROBAT CF. HCL 478/15.12.2009
NR.MAX. DE UNITATI LOCATIVE PE PARCELA :2
1,177 m2
2
3
4
5
6
7
8
9
10
11 12
1
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
37
45.1
27 .5
16 .8
16 .8
16 .8
16 .8
12.0
24 .2
20 .1
25 .0
25 .4
4.0 4.0
4.0
1,154 m2
926 m2
1,100 m2
749 m2
551 m2
L E G E N D A
R E G L E M E N T A R I
P U Z SPINU locuinte si functiuni complementare
PTT1
4832002 03
40 0
4834002 03
40 0
4834002 03
20 0
4834002 03
00 0
S+P+2E
S+P+2E
S+P+2E
PTT 2
PTT 2
PTT 1
PTT 1
PTT 1
PTT 1
PTT 1
PTT 1
P T T 1
PT T 1
S+P+2E
PT T 1
BILANT TERITORIAL
Suprafata totala
Spatii verzi
Dotari de cartier,
a zonei studiate
Locuire si Functiuni complementare din care : spatii verzi amenajate
servicii, comert
Circulatii
Teren agricol
TEREN STUDIAT
STUDIU DE CVARTAL U06/105
1:2000
- 1 -
ă
Ţ Ş
- 2 -
Ţ Ş
ţ
- 3 -
- 4 -
ă
Ţ Ş
ţ
ă
Ă
ţ
ă
ă
ş
ţ ă
ă
ă ş ţ ş
ă ţ ă
ş ă ţ
- 5 -
ă
ă ă ţ ţ
ţ
ă ţ ă
ţ ş
ă ă
ţ
ş
ăţ
ţ ţ
ţ
ţ ţ ă ţ ş
ş ă ş
- 6 -
ă
ş
ă ţ
ţ
ş ţ
- 7 -
Ă
ş
ş
- 8 -
ţ
ţ ţ
ţ
- 9 -
-
-
-
- 10 -
- 11 -
- 12 -
ş
1000
1
000.1
1
ţ
ţ
24
1
24
1
- 13 -
20,3
05,067,085,021,090,013,2 xxx
av
L
42
630
- 14 -
- 15 -
- 16 -
- 17 -
- - - - -
- 18 -
- 19 -
- 20 -
- -
-
- -
- 21 -
-
PUZ TIMISOARA CALEA TORONTALULUI LOCUINTE si FUNCTIUNI COMPLEMENTARE
Cad A715/1/6/2/1 Cad A715/1/6/2/2
s. c. T E C T O N I C S s. r. l.house FAZA
DATA
ARH. Marius NICORICI - CALANCE
NR. PROIECT
SCARA
ARH. Carmen NICORICI - CALANCE
SEF PROIECT
PROIECTAT
DESENAT
Denumire PROIECT:
PLANSA:
VERIFICAT
NR.PLANSA
VERIFICATOR
AMPLASAMENT:
J35/1011/2003
ARH. Carmen NICORICI - CALANCE
ARH. Carmen NICORICI - CALANCE
BENEFICIAR:
PROIECT URBANISTIC ZONAL - locuinte si functiuni complementare - Timisoara, CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
105 /2010
sept. 2010
P.U.Z. SPINU EUGENIA , BIHOI ANA Timisoara, Zona Calea Torontalului CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
4
50
50
33.5
20.0
20.0
20.0
20.0
22.1
20.0
18.5
18.5
18.5
18.5
18.5
23.0
26.0
19.6
18.0
18.0
18.0
18.0
18.0
37.0
32.8
23 .3
22 .3
15 .1
16 .6
36.5
38.2
18.3
20.0
20.0
20.0
20.0
30.5
24 .3
30 .9
36 .7
43 .7
32 .6
17.1
16.0
16.0
16.0
16.0
19.0
20.9
18.5
18.5
18.5
18.5
18.5
15
3.0
12.0
12.0
5.0
4.0
6.0
6.0
3.0
6.0
6.0
5.0 12
.0 5.0
26.0
26.0
3.0
5.0
6.0
1.9 1.9
1.9 6.0
5.0
5.0 3.0
3.0
3.0
3.0 5.0
5.0
6.0 1.9
5.0
3.0
6.0
6.0
5.0 12
.0 5.0
6.0
3.5 3.5
6.0
11 .0
1. 5 5. 5
5.5
5.5
7.0
10 .0
7.0 10
.0
5.51 .5 3.5
1.5
6.0
6.5 6.5
6. 5
12.0
14 .0
26 .0
6.0
12 .0
14.026.00
11.0
6.0
6.0
5.0
2.0 3 .0
6.0
3.0
5.0
2.0
6.0
2.0
5.0
3.0
3.0
3.0
6.0
6.0
6.0
2.0
6.0 2.0
3.0
3.0 6.0
2.0
2.0
3.0
5.0
3.0
5
2.0
6.02.0
2.0 6.0
6.0 2.0
9.0
3.0
6.0
3.0
3.0
13.9
25.9
9.0 9.0
6.0
6.0
6.0
6
148.0
148.0
14 .8
6.0
3.0
6.0
6.0
3.0
6.0
3.0
6.0
6.0
3.0
2.0
2
6.0
43 8. 1
60.0
14 5.0
3.5
7.0
5.0
3.6
3.6
7.5
3.8
3.7 7.5
39 5.1
173,6
39 0,5
183,8
3.0
2.0 6.0
5.0
5.0
6.0 2.0
6.0
3.0
3.0
20 .0
20 .0
12 29 .7
8. 5
22.2
33.3
30
42
706.7
92 4.5
296.884 0.7
G S
13 89
.9 5
G S1
4 89
. 4 5
S an
t p er
ea t
L= 53
.0 0
m
C ot
a fu
nd s
an t
90 .3
5
C ot
a fu
nd s
an t
89 .5
0
Margine carosabil
Margine banda de incadrare Margine acostament
H C
700
Ps698/1
Ps675
Pdt
Ps704
HC613
A698/2/5
DE 69
8/ 2/
2- 4m
HC 714
DE 71
3/4
A698/2/4/1
A698/2/4/2/2
A698/2/4/2/1
DE 67
8- 4m
1
2
3
4
8
9
10
11
12
13
14
15
DE698/2/1
1 S=570mp
2 S=591mp
3 S=652mp
4 S=652mp
5 S=652mp
6 S=652mp
7
22 S=818mp
23 S=787mp
24 S=787mp
25 S=787mp
S=787mp
S=787mp
28 S=659mp
29 S=764mp
1
2
3
4
10
11
12
13
14
15
S=540mp
A698/2/3
DE 71
3/4
A713/3
PLANTATIE DE PROTECTIE
PLANTATIE DE PROTECTIE
PL AN
TA TIE
DE PR
OT EC
TIE
8 S=649mp
9 S=604mp
10 S=604mp
11 S=604mp
12 S=604mp
13 S=604mp
14 S=623mp
15 S=535mp
16 S=523mp
17 S=540mp
18 S=636mp
19 S=698mp
20 S=699mp
21 S=748mp
89.55
:/4
A711/1/16
A715/1/9
:/10
89.68
89.72
89.66
88.10
87.98
88.51
87.46
87.90 87.55
87.32
88.27 87.35
87.65
87.98
88.31
88.78
88.57
88.80
88.76
88.94
88.75
88.92
88.67
88.96
89.37
88.94
88.76
88.88
88.98
89.61
88.96
88.94
88.92
88.73
89.15
89.32
89.36
89.26
89.26
89.68
89.55
89.84
89.56
89.73
89.67
89.82
88.73
88.94
89.26
89.68
89.34
89.41
89.26
88.80 88.94
89.77
89.65
89.70
89.61
89.8689.75
89.72
89.83
89.53
89.86 89.84
89.71
89.83
89.61
89.70
89.50
89.37
89.49
89.15
89.09
89.45
89.32
89.45
89.54
89.58 89.57
89.63
89.71
89.49
89.59
89.63
89.44
89.35
89.20
89.62 88.79
88.94
89.76
89.90
89.21
89.26
89.51
88.79
89.12
88.91
89.25
89.73
89.45
89.48
89.37
89.69
89.76
89.58
89.32
89.67
89.65
89.39 88.73
89.52
88.69
89.79
89.63
89.76
89.84
89.55
89.35
89.76 89.68
89.69
89.62
89.69
90.04
89.59
89.93
90.10
89.75
89.79
89.84
89.67
89.68
89.79
89.85
89.64
89.74
89.81
89.62
89.43
88.97
89.35
89.62
89.95
89.73
88.99
89.23
89.56
89.67
89.57
89.63
89.48
89.56
89.81
89.64
89.61
89.57
89.73
89.13
89.29
89.62
89.47
89.37
89.58
89.44
89.53
89.64
89.69
89.87
89.84
89.34
89.82
89.26
89.30
89.55
89.41
89.60
89.66
89.78
89.93
89.64
89.67
89.82 89.62
89.74
89.54
89.91
89.79
89.96
89.82
89.59
89.76
89.91 89.90
89.84
89.72
89.86
89.85
89.58
89.94
89.85
89.65
89.68
89.82
89.76
89.76
89.62
89.43
89.80
89.45
89.73
89.93
89.57
89.61
89.12
89.35
89.48
89.46
89.62
90.40
89.86
90.31
90.57
89.77
A711/1/4
A711/1/1
:/5
89.92
90.10
89.84
89.79
89.6289.62
89.62
89.80 89.81
89.82
89.67
89.77
89.74
89.96
89.93
89.85
89.89
89.73 89.65
89.88
89.72
89.89
89.79
89.72 89.68
87.61
87.74 87.72
87.67
87.6587.75
87.65
87.64 87.72
87.81
87.59
87.76 87.69
87.86
87.72
87.78
87.65
87.61
87.57
88.74
88.98
88.45
87.82
87.89
87.75
87.63 88.81
88.74
89.18
88.94
89.31
88.88
88.66
HC n 71 4
89.44
89.50
89.44
89.55
89.61
89.50
89.44
89.44
89.55
HC n 71 0
C
C
C
C
C
:/6/2
A711/1/12 A711/1/11
A711/1/7
A711/1/18
A711/1/6
DE 7 16
DE 7 15 /1 /8
DE 71 6
D .N .3 4 4
DE712/1
DE712/1
HC n346
DE 71 1/ 1/ 17
HC n 71 0
HC n 71 4
DE 732/1/1
91.89
Hm.5
Hm.4
Hm.3
Hm.2
89.9
89.7
89.78
89.62
89.89 89.83
89.9 89.88
89.91 89.94
89.79
89.6
89.82
89.74
89.62
89.61
89.61
89.75 89.77
89.68
89.55
89.52
89.58
89.48
89.43
89.31
89.41
89.37
89.46
89.49
89.17
89.52
89.75
89.88
89.96
89.63
C
C
C
C
90.73
90.26
90.53 90.9
90.67
90.97
90.8
90.91
90.74
90.75 90.82
90.98
90.97
90.7
91.04
89.30
89.49
89.22
89.10
88.78
88.77
88.64
88.79
88.91
88.79
88.84
88.87
89.03
89.34
88.90
88.57
88.60
88.62
89.12
88.70
89.55
87.42
88.26
88.49
88.76
88.73
88.94
88.67
87.94
88.25
91.60
91.50
90.23
90.21
90.07
89.98
89.83
89.97
89.95
89.90
89.95
89.89
89.86
89.88
89.84
89.99
89.98
90.77
91.04
91.31
91.59
91.77
91.70
91.73
91.63
91.61
91.43
90.81
90.89
90.94
90.82 90.90
90.93
91.08
91.08
91.30
91.43
91.36
91.63
91.37
91.70
91.69
91.72
DN. 6 ( asfalt )
Timisoara
89.48
HC n7 10
A V I A S A N
89.54
89.35
89.54
89.35
483900
483800
483800
2 0 3 2 0 0
2 0 3 6 0 0
2 0 3 7 0 0
2 0 3 8 0 0
2 0 3 9 0 0
2 0 4 0 0 0
2 0 4 3 0 0
2 0 4 3 0 0
:/20
:/6/1
HP r 33 7
DE 73 2/ 1/ 2
A715
A694
CC 733
DE 73 2/ 1/ 2
HC 613
D F 7 5 0 / 1
H C
P d t7 3 5 - 7 3 6
Lp j7 3 4
A694
Pdt
DE 71 6
HC 69 3
HPr3 37
A743
A732/1/32
:/31
:/30
:/29
:/ 28
:/27 :/26
:/25
:/24
:/23
DE732/1/1
D .N .3 4 4
:/22/2
:/22/1 :/21
A732/1/33
:/34
:/35/2
:/35/1
:/36
:/37
:/38
:/39
:/40
:/41
:/42 :/43
:/44 :/45
:/46 :/47
:/48
:/49
:/50/1 :/50/2
:/51
A732/1/21 - :/32
A732/1/33 - :/51
D E A713/3
A713/2
A713/1
A711/1/2
A711/1/3
A711/1/5
90.27 C200
C
V
C
92.34
C
C
C
C
C
V
V C
V
V
Km 56
2+ 70
0m
DN 6 (asfalt)
Timisora
DN 6 (asfalt)
Sinnicolau
C100
HM 8
RETEA CANALIZARE 500
RETEA GAZE NATURALE
Camin vizitare conducta apa
Traseu neidentificat
DN 6 (asfalt)
C
C
C
V
C
C300
90.48
km 56
2+ 60
0
DN6
DN6
59 .19
A
A
D
GS 12
89. 15R12.00
70
70
50
50
90.3090.25
90.35
90.40
90.45
90.50
90.55
90.60
90.65
90.70
90.75 90.
75
90.80
90.85
90.90
90.95
91.00
91.10
91.20
91.30
91.40
91.50
91.60
91.70
91.80
91.90
90. 80
90.40 90.45
90.35
90.35
90.40
90.3090.2590 .3
0
90 .2
5
90 .2
0
90.15
90 .1
0
90 .0
59 0.
00
89 .9
5
89 .9
0
E F
G
H
I J
M
R12.00
37 .00
K
L
N O
P R
T
U X
Y
S
T i1
T e1
V 1
T i2
T e2
V 2
E 1
E 2
T i3
T e3
V 3
T i4
T e4
V 4
T i5
T e5
V 5
T i6
T e6
V 6
V 7
T e7
T i7
C 7
T i8
T e8
V 8
C 8
T i9
T e10
PTT1
PTT1
PTT1
PT T1
PT T2
PT T1
PT T1
M E T R O 2
DE 71 3/ 4
L
DS
5
6
7
8 9 10 11
12
13
14
15
ZO NA
II NO
RD
ZO NA
II SU
D
ZO NA
I E ST
ZO NA
I V ES
T
PIS TA
BA ND
A P IST
EI
10%
CONSTR
CONSTR
LRTM 01
LRTM 04
LRTM 03
LRTM 02
ARP
CAPAT PISTA EST LR TM
23
81 0.2
3m
30 .00
m
75 0.2
3m
18.00m
4
3
2
1
5
6
7
8
9
10
1112
13
14 1516 17
18 19
20 21
H=11.33
89.98
H=11.20
H=4.40 CONSTR
89.26
89.26
89.58
89.58
89.98
89.98
1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
62
63
1
N r . T o p . C c 7 3 2 / 1 / 1 6 - 2 0 / 2 / 1 ;1 6 - 2 0 / 1 / 1
2
8
N r . T o p . C c 7 3 2 / 1 / 1 6 - 2 0 / 1 / 2
S = 1 2 3 5 3 m p
N r . T o p . C c7 3 2 / 1 / 1 6 - 2 0 / 3 ;1 6 - 2 0 / 2 / 2
S = 1 1 2 0 0 m p
N r . T o p . C c7 3 2 / 1 / 1 6 - 2 0 / 2 / 2
S = 4 7 4 7 m p
17
V
V
V
MET RO
I I
canal dale beton
drum asfa
lt
PT T2
PT T2
PT T2
PTT2
PTT2
COTE DRUMURI SI PLATFORME = 89,90 ÷ 90,30
COTA ±0.00 = 90,00÷90,40
COTE DRUMURI = 89,90 ÷ 90,10
COTA ±0.00 = min. 90,40
COTE DRUMURI = 87,70 ÷ 88,80
COTA ±0.00 = min. 88,20÷89.30
COTE DRUMURI = 88,70 ÷ 88,80
COTA ±0.00 = min. 89,20
D E7 3 2 / 1 / 1
1
2
6
7
8
9
10
11
12
15
19
18
21
14
17
6
Ev ac
ua re
Cu rte
Ap rov
izio na
re
Cu rte
Ap rov
izio na
re
Re cep
tie De
lica tes
e
E2 F
Re cep
tie
Le gu
me
Fru cte
C B2
Re cep
tie Pe
ste E
Ev ac
ua re
D1
D
E1
C1
Ce ntr
ala Fr
igo
G
1d
1
2
1a
1c
1b
Evacuare
Re cep
tie Ca
rne 3
4
5
Ies ire
cli en
ti
Pa rca
re aco
pe rita
50 lo
cur i
1b
1d
B1
B
1c
A 1a
Evacuare
1
2
3
4
5
6
Evacuare
7
8
Parcare duba
Ac ces
pr inc
ipa l
clie nti
9
10
11
Ra mp
a
car uci
oa re
B
C
A
ax canal NSHVDN A
Gr up
El ect
rog en
10
Evacuare
Re cep
tie pro
du se
ne alim
en tar
e
7
8.1
8
9 Ac ces
pe rso
na l
Ev acu
are TR
AF O
11
G1
G
E
F
D 55 0 l
ocu ri p
arc are
di n c
are 50
ac op
eri te
RE ZE
RV OR
SP RIN
KL ER
E
Pla tfo
rm a
am ba
laje
ZONA ACOPERITA VANZARE FLORI
COMB.
BA ZIN
RE TE
NT IE
SC M
ET RO
C AS
H& CA
RR Y R
OM AN
IA SR
L
S= 70
00 0m
p
SP M
SN
SN
SN
SN
SG
SG
184
2 COTE DRUMURI = 88,80 ÷ 88,90
COTA ±0.00 = min. 89,40
PT T1
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
80
80
84
83 85
86
87
88
89
90
91
92
93
94
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
de la Parcul Industrial
Torontalului
HC 714
-5/1 m
A713/3
DE 71
3/4
DE698/2/1
A713/1
A713/2
A715
DE 71
5/1 /8
HC 69
5
HC613
690/1/6
690/1/7
35.40
32.26
32.25
13 .5 0
101.50 34.80
234.41
A 694/6
Ps696/1/1
HCn
695-4 1.5 m
59.00
31.10 92.70
Ps
19 5
696/1/2
110
3 0
21 2. 56.24
3 5 7
4.13
Ps698/1
4 m
9.59
698/2/2 DE
4.18
694/5A
694/4
HCn
108.0 216.0
2 6 5
71 .5 0
698/2/4 Ps
5.25
42.0
0.5 m
23 .0
HCn
701-4
700-346.0
1.00 0.50
17 5. 98
Ps698/2/3
1.5 m
17 8. 95 150
698/2/1 DE
295.84
156 73 .50
A0.82
Teren de aterizare
49 .32
2.00
1.00
22 .0
41.40
1.8 m
613-8
44.40
HCn
96.60
73 .50
713/3 0.50
50 .32
713/2
A Hotar aviatia utilitara
A 713/1
A
DE
715/1/14
78 .4 0 59 .05
155 70 .15
732/1/42
47 .6 0
2.21
1.50
732/1/41 A 1.33
A
732/1/39 0.87
1.13732/1/40
A 732/1/38
A
96 .272.84
732/1/37 A
A
A 4.80
715/1/7
15 7. 37
305
42 .2 0
27.30 36.50 14
8. 53
715/1/6/2
4.53
715/1/6/1
14 8.5 3
715/1/8
6.55
88 .52
A
1.00
715/1/13
45.82 715/1/12 A
715/1/11
A
A0.20 A2.70
715/1/5 2.00
44.59
65 .57
A
43.68 42.90
32.79 32.79
36.50
58 .10
1.15
1.83
DE 6.35
71688 .32
36.50 13.504 m
65 .57
732/1/36 732/1/35/1
1.15
0.43
A
A 732/1/35/2
22 2.2 07.00
A
732/1/34
A
715/1/4
715/1/3
1.00 A
A1.00
28.24
0.87
715/1/2
A DE
712/1
305
A
32.79 32.79
28.24 32.79
51 .40
715/1/1711/1/38 A
711/1/37
32.79 32.79
711/1/36 A
711/1/34
79 .15
2.32
732/1/29
732/1/30
1.99
A
732/1/31
A
743/3/16
743/3/15
A
A
88 .43
7.00
732/1/33
14 3.0
2.87
A
40 .0
732/1/1
1.62
32.79
A
32.79 32.79
DE 74 6
A
AA
732/1/32
A
DE
P A R A U B E R E G S A U
732/1/3 A
A
A A
A
732/1/4 732/1/6
732/1/5
A A
AA
A
A
732/1/15/2
732/1/16
732/1/14 732/1/15
732/1/13 732/1/12
732/1/9 732/1/10
732/1/8
732/1/11
Ps612 2.10 HCn
4 m A 580/2/2
4.38
606-4 1.3 m
Ps 614
DE 579 4 m
Ps603 10 4
A 580/2/1 1.82
157
611 4 m 1.93
DE 2.81
Ps
3.37 DE
3.37 713/4
Ps 704/1
Ps607
610
602-1 HCn
601 HCn
598-15 HCn
HCn 670
A
A589
175
A A
596/1
596/2
596/3 A
596/4
A
A 596/6
A 596/7
596/5
3.37 A
12 167
A
1.00 0.87
592 CC 591
F 595
593CPCCC
1.15
3.35 21 .482
4.6 9
11 584 166 F
29 .39
248 588 CPC
587DE F583
594
DE 597
4 m
1.15
3.35
0.6 m
0.7 m Ps600
83.21
28 .40
82.71
525 DN 379
ASR
DE ASR
82.55
ASR 378
Km560
253
DE
383 4 m
ASR384 385 4 m
ASR386 DE 387
599-1 0.7 m
HCn 4 m
HCn 485/1
374-6
375 LA
HCn
DE
ASR377 ASR
372 371
380 CC 381
393
DE
CC 382
CC
6 mDE 391
4 m ASR
ASR 4 m
394
392
389 4 m ASR390
4 m 388 395
DE
CC 396/1
CC 396/2
1.00
1.00
1.00
HCn 714-5 1.5 m
1.00
711/1/16
1.00
1.00 1.00
715/1/10 A
A42.20715/1/9
32.78
A 711/1/15
A 711/1/14 A
711/1/13 4 m
712 DE
A A A
1.00 0.50
711/1/12 0.50 1.00
711/1/11 711/1/10
A 1.00 A
710 211/1/390.29
32.79
712
4 m
32.79 16.39 16.39
32.79 32.79
56 .16
DE
711/1/35 A
1.00
1.00
DE 711/1/17
711/1/9 A 711/1/8
1.71
A 711/1/7
A
1.00
711/1/6 1.00
A 711/1/51.00
A 711/1/4 1.00
1.00
35.09 36.10
35.0
A A34.73
A A 711/1/3
711/1/2 A
33.89
A 705 CC 709/3
704/2
A 706
F 707346-5 HCn
1 m
F
709/2
CC 160 161
367
HCn 0.8 m159
709/1
3.60 299
Ps
F
0.50. 300
3.60
344HCn DN
2 m 346-8
CC 345
LA365 364
A 366
DE 356 4 m
349
A 711/1/33
A 711/1/32
A
32.79 32.79
32.79
711/1/30
1.00
A
711/1/29
1.000.50 1.00
A
711/1/28 711/1/27
A
1.00
711/1/26 711/1/25
A
32.79 16.39 32.79
732/1/20
732/1/19
32.79
A
A A
32.79 16.39 A
32.79
DE
1.00 0.50 1.00
16.34
A 118 .03
711/1/1
32 .79 41 .39
711/1/24
711/1/23
1.00
1.00
264.41
A
711/1/22 711/1/21
A
305 1.17
711/1/18
708
HCn
732/1/17 53 5.0 0
32.79
718 100
A 718/1 CC 27.66
35.66
HCn
40.80
729
27.30
32.79
46 .36711/19
711/20
40 .00 A
A
A
19.74 21.30
L
CC
353
CC
A 373
DE 4 m
4 m 370
DE
A 363
361
DE
1.5 m
399
HCn
358 CC
351CC A352
A 359
DE 35 6/ 1
743/ 3/1
743/3/14
743/3/9
A
A
743/3/13 A 739 CC D
E
A DE 73 2/ 3/ 173
8743/3/12 A 743/3/11
743/3/10 A
A 321/2
DN 344
A 347
350
DE
Arad DN 355 Timisoara
94.11
94.2593.85
93.85
94.33
P
P
Pt
P
Cat
PDt
Pp
P
F A
Hs jegheab
Hc
Pt
A
Pt De
A
P
Aeroportul Utilitar Timisoara
F F
De
Pista aterizare
A A A A
A A A
A
P
Ng
platforma beton
Hc
Hc
Hc
N
De
P
P
P
P
P
De
A
P
platforma beton
P F
platforma beton platforma beton
P
Cc
A
Cc
Cc
Dtr
Fp
F
A F
P
rez. dezafectate
remiza pompieri
baz
statie pomp.Fp
Dn
Cp Cc Cp
terasapoarta
De
Cp
Cp
F Fp
Dtr
Dtr
Fp
Dtr
HCn
695-4
1.5 m
DE 678
4 m
1
Ps 596
Ps 698
4
5
6
10 5 1
13 8
9 14
15 10
69
78
7 1
157
Ps612
25
3 4
2
16 11
6 1
606-4 HCn
HCn
A 694
700-3 HCn
693-5
1.5 m
A 732
155
0.5 m HCn 701-4
1.5 m
156 Teren de aterizare
Ps 704/1
Hotar aviatia utilitara
613-8
1.8 m
HCn
HC 714-5
A 713
1 m
2 1
4 m
DE 611
Ps
A 715
DE 716
4 m
712
4 m
DE
A 702 710 HCn
A 711
4 m
25 5
6
15 24
20
7
8 DE
12
13
18
17
14
19
Ps614
23 21 2122
20
1.3 m
3 24
579
94 m
10
19 Ps603
11 12
13 14
22 17 18
15
16 DE
A 596
5 4
Ps607
610
3
4
0.6 m
23 HCn
6
601
602-1
HCn
HCn 598-15
670
2 1
HCn
597
4 m
0.7 m
Ps 600
0.7 m
599-1
253
378 ASR
Km560
HCn
374-6
LA 375
HCn
4 m
485/1 HCn
A705
0.8 m
CC709/3
CC 709/2
Ps 704/2
A 706 2
1 m
F 707
HCn 346-5
F 367
A 366
160
161
159 709/1
299
345 F
300 2 m
HCn 346-8
HCn 708
344 DN
LA
CC
364
365
DE 356
4 m
A347
AEROPORT UTILITAR - CIOCA
P
P
Pt
P
Cat
PDt
Pp
P
F A
Hs jegheab
Hc
Pt
A
Pt De
A
P
Aeroportul Utilitar Timisoara
F F
De
Pista aterizare
A A A A
A A A
A
P
Ng
platforma beton
Hc
Hc
Hc
N
De
P
P
P
P
P
De
A
P
platforma beton
P F
platforma beton platforma beton
P
Cc
A
Cc
Cc
Dtr
Fp
F
A F
P
rez. dezafectate
remiza pompieri
baz
statie pomp.Fp
Dn
Cp Cc Cp
terasapoarta
De
Cp
Cp
F Fp
Dtr
Dtr
Fp
Dtr
Arad DN 355 Timisoara350
347
27.66
100
321/2
743/3/11
73 8743/3/12
73 2/ 3/ 1
739
40.80
344
35.66729
27.30
718/1
718
732/1/5
732/1/11
732/1/12
732/1/8
732/1/10 732/1/9
743/3/10
743/3/13
743/3/9 743/3/8
732/1/6 732/1/4732/1/3
P A R A U B E R E G S A U
743/ 3/1
743/3/14
743/3/15
743/3/16743/3/17 743/3/18
743/3/19
35 6/ 1
359
361
1.5 m
370
353
351 352
358
399
349
4 m 356
21.30 19.74
711/20 711/19711/1/18
46 .36
40 .00
32.7932.79
708
264.41
305 711/1/21
711/1/22
711/1/23
711/1/24
711/1/25
711/1/1
346-8 344
2 m300 711/1/2
711/1/3
41 .39
118 .0332
.79
16.3433.89
711/1/26
34.73
711/1/4
35.036.1035.09
711/1/17
56 .16
363
364345 365
366704/2 161
160
367
709/2
709/3
299
709/1 1590.8 m
710
705
211/1/39
711/1/5 711/1/6
711/1/7
711/1/8 711/1/9
711/1/10 711/1/11 711/1/12711/1/13
53 5.0 0
732/1/17
732/1/19
32.79
16.3932.7932.7932.79
16.39
732/1/20 74 6
32.7932.79
732/1/13 732/1/14 732/1/15
732/1/15/2
732/1/16
732/1/33
711/1/27
711/1/28
711/1/29
711/1/30
32.7932.7932.79
711/1/32
711/1/33 711/1/34
711/1/36
711/1/35
32.7932.7932.79
51 .40
32.7932.7928.24 711/1/37 711/1/38715/1/1
32.7932.79
22 2.2 0
732/1/1
732/1/32
732/1/31
40 .0
14 3.0
732/1/30
732/1/29
88 .43
732/1/34732/1/35/2
732/1/35/1 732/1/36
732/1/37
79 .15
732/1/28
732/1/27
96 .27732/1/26
58 .64
54 .56
35.95 32.7932.79
16.39
16.3932.7932.79
712
4 m
305
32.78
28.2432.79 712 4 m
711/1/14 711/1/15
42.20715/1/942.90
715/1/1043.68
712/1715/1/2 715/1/3
715/1/4
65 .57
715/1/5
32.79
65 .57
44.59
715/1/6/1
4 m
13.50
88 .32
716
36.50 6.355
8. 10
732/1/38
732/1/39
36.5036.50
27.30 1 48 .5 3
715/1/6/2 42 .2 0
47 .6 0
732/1/40
732/1/41
732/1/42
30.12
70 .15
732/1/43
732/1/44
155
59 .05
78 .4 0
10 9. 50
743/3/7 743/3/6
743/3/4/2
743/3/20
743/3/21
743/3/22
743/3/23
743/3/24
743/3/25
743/3/27
44.25
732/1/25
732/1/24
732/1/23
732/1/21/2
732/1/21/1
32.30
86 .23
40 .0
31 5
732/1/21
732/1/45
732/1/46
732/1/47
Calea Torontalului
PARC INDUSTRIAL TORONTALULUI
S = 343 962mp.
S = 244 043 mp.
S = 365 191 mp.
S = 238 708mp.
S = 259 683 mp.
S = 334 445 mp.
P
P
Pt
P
Cat
PDt
Pp
P
F A
Hs jegheab
Hc
Pt
A
Pt De
A
P
Aeroportul Utilitar Timisoara
F F
De
Pista aterizare
A A A A
A A A
A
P
Ng
platforma beton
Hc
Hc
Hc
N
De
P
P
P
P
P
De
A
P
platforma beton
P F
platforma beton platforma beton
P
Cc
A
Cc
Cc
Dtr
Fp
F
A F
P
rez. dezafectate
remiza pompieri
baz
statie pomp.Fp
Dn
Cp Cc Cp
terasapoarta
De
Cp
Cp
F Fp
Dtr
Dtr
Fp
Dtr
S = 312 172 mp.
S = 2 682 566.7 mp.
S = 357 085.5 mp. S = 242 243mp.
S = 242 243mp.
Ps603 10 4
A 580/2/1
175
614
Ps607
DE
1.00
711/1/16
1.00
1.00 1.00
602-1 HCn
0.6 m
601 HCn
HCn
0.7 m 598-15
HCn 670
0.7 m 599-1
HCn
A 706
F 707 HCn
1 m 346-5
A 580
A
A
A A
596/1
596/2
596/3
596/4
590 CPC
A589
12 167
A 592
0.87 1.00
F 595
CC 591 588 CPC
587DE
593CC 594 CPC
A
A 596/6
596/5
A 596/7
1.15
3.35
3.37 A
597 4 m
1.15
3.35 28 .40
21 .482
4.6 929
.39
11 584 166 F
83.21
525 DN
82.71
379 ASR
DE ASR380
248
523 CC
F583
381 CC
393
DE
A 521/1
Ps600
82.55
Km560
253
4 m
HCn 485/1
374-6 HCn
ASR 378
DE 385
ASR386
383 4 m
ASR384
CC 382
4 m 387 DE
6 mDE
ASR377
DE 389 4 m ASR
ASR388
375 LA
CC 372
371
A 373
DE 4 m
4 m
CC
4 m ASR394
391 4 m ASR392
390
4 m 395
DE
396/1CC
CC 396/2
CC518
520/1 DE
4 m 397
DE
HCn
376/2-4 1 m
A
A 711/1/15
A
32.78
712 DE
711/1/14 A
711/1/13
1.00 0.50
711/1/12 0.50 1.00
4 m A A
A 711/1/11 711/1/10
A
32.79 32.79
16.39
4 m 16.39 32.79
A 711/1/9
32.79
56 .16
1.00 A 0.29211/1/39 710
A 705
711/1/8 1.71
A 711/1/7
A
1.00
1.00 711/1/6 A 711/1/51.00
A A
HCn 0.8 m
711/1/41.00 1.00
1.00 DE 711/1/17
1.00 35.09 36.10
711/1/30
A1.00 1.00
A
711/1/29
A
711/1/28
A
0.501.00
711/1/27
1.00
711/1/26
A 711/1/25
1.00 0.50 1.00
35.0
A 34.73
A
33.89
A 711/1/3
A
0.50. 711/1/2
3.60
DE 16.34
32 .79
A 118 .03
711/1/1
41 .39
709/3 CC
704/2
709/2
CC
159 709/1
3.60 299
Ps
345 LA CC
365 364
F
F 367
160 161
A 366
DE 356
300
344HCn DN
2 m 346-8
4 m
349 L
CC
32.79 16.39 32.79
32.79 32.79
A A
711/1/24
711/1/23
711/1/22
A
16.39 32.79
A A
718
53 5.0 0
32.79 32.79
46 .36711/19
711/20
40 .00 A
A
100
21.30
1.00
1.00
264.41
708
711/1/21
305 1.17
711/1/18 HCn
A
19.74
A 718/1 CC
72935.66
HCn
40.80
27.66
27.30
344
A 347
353
DE 350
A 363
370 DE
1.5 m
DE 361
HCn
CC
399
358
A 369
HC 67 0
352 351CC
A A 359
Arad DN 355 Timisoara
Ps603 10 4
A 580/2/1
175
614
Ps607
DE
1.00
711/1/16
1.00
1.00 1.00
602-1 HCn
0.6 m
601 HCn
HCn
0.7 m 598-15
HCn 670
0.7 m 599-1
HCn
A 706
F 707 HCn
1 m 346-5
A 580
A
A
A A
596/1
596/2
596/3
596/4
590 CPC
A589
12 167
A 592
0.87 1.00
F 595
CC 591 588 CPC
587DE
593CC 594 CPC
A
A 596/6
596/5
A 596/7
1.15
3.35
3.37 A
597 4 m
1.15
3.35 28 .40
21 .482
4.6 929
.39
11 584 166 F
83.21
525 DN
82.71
379 ASR
DE ASR380
248
523 CC
F583
381 CC
393
DE
A 521/1
Ps600
82.55
Km560
253
4 m
HCn 485/1
374-6 HCn
ASR 378
DE 385
ASR386
383 4 m
ASR384
CC 382
4 m 387 DE
6 mDE
ASR377
DE 389 4 m ASR
ASR388
375 LA
CC 372
371
A 373
DE 4 m
4 m
CC
4 m ASR394
391 4 m ASR392
390
4 m 395
DE
396/1CC
CC 396/2
CC518
520/1 DE
4 m 397
DE
HCn
376/2-4 1 m
A
A 711/1/15
A
32.78
712 DE
711/1/14 A
711/1/13
1.00 0.50
711/1/12 0.50 1.00
4 m A A
A 711/1/11 711/1/10
A
32.79 32.79
16.39
4 m 16.39 32.79
A 711/1/9
32.79
56 .16
1.00 A 0.29211/1/39 710
A 705
711/1/8 1.71
A 711/1/7
A
1.00
1.00 711/1/6 A 711/1/51.00
A A
HCn 0.8 m
711/1/41.00 1.00
1.00 DE 711/1/17
1.00 35.09 36.10
711/1/30
A1.00 1.00
A
711/1/29
A
711/1/28
A
0.501.00
711/1/27
1.00
711/1/26
A 711/1/25
1.00 0.50 1.00
35.0
A 34.73
A
33.89
A 711/1/3
A
0.50. 711/1/2
3.60
DE 16.34
32 .79
A 118 .03
711/1/1
41 .39
709/3 CC
704/2
709/2
CC
159 709/1
3.60 299
Ps
345 LA CC
365 364
F
F 367
160 161
A 366
DE 356
300
344HCn DN
2 m 346-8
4 m
349 L
CC
32.79 16.39 32.79
32.79 32.79
A A
711/1/24
711/1/23
711/1/22
A
16.39 32.79
A A
718
53 5.0 0
32.79 32.79
46 .36711/19
711/20
40 .00 A
A
100
21.30
1.00
1.00
264.41
708
711/1/21
305 1.17
711/1/18 HCn
A
19.74
A 718/1 CC
72935.66
HCn
40.80
27.66
27.30
344
A 347
353
DE 350
A 363
370 DE
1.5 m
DE 361
HCn
CC
399
358
A 369
HC 67 0
352 351CC
A A 359
Arad DN 355 Timisoara
SP ITA
L R EG
ION AL
DE UR
GE NT
A
HA NG
AR
S+ P+
2
S+ P+
3
S+ P+
3
S+ P+
3
S+P+1
A698/2/4/2/2
PTT1
PTT1
PTT1
PTT1 PTT1
PTT2
PTT2
PT T3
PT T3
PT T3
PT T3
PT T4
PT T4
PTT4 PTT4
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT5
PTT7 PTT 7
PT T5
PT T5
PT T6
PT T6
PT T6
PT T6
19
20
21
22
23
24
25
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
S+P+2E
S+P+2E
S+P+2E
S+P+2E
S+P+2E
Nr. top.25140/1/1/4,25141/1/2(identic cu nr. cad.A696/1/1)
Hc n6
95
H cn700
A696/1/2
A694/5
100.00
98.51
99.06
99.10
99.19 97.82
99.25 98.96
99.19 99.17
99.12 99.0897.93
99.21 99.20
99.24 99.12
99.17 99.17
98.05
99.15 99.01
99.29 99.20
99.27 99.30 97.85
99.14 99.23
99.09 99.28
99.11 99.17 97.87
99.04 99.09
99.06 99.10 98.09
98.89 98.85
99.11
99.19
99.50
99.14
99.56
99.35
99.97
99.60
100.10
99.84
99.92
100.01
99.92
99.92
100.16
100.19
99.78 98.21
99.53
99.88
99.36
99.62
99.24
99.39 97.63
99.48 99.19
99.38
99.11 99.09
99.21 99.43
99.22 99.37 97.81
99.47 99.29
99.53
99.23
99.79
99.35
99.63 100.02
97.92
99.88
100.15
100.04 100.12
99.97
100.11
100.06 98.00
99.23 100.13
100.37
100.26 100.52
100.40 98.27
100.18
100.03 100.13
99.94 100.06
99.09
100.21
98.77
100.21
100.01
100.19
100.00
100.15 99.90
100.09 99.93
99.81 99.85
99.70
99.71 98.15
99.45
99.29 99.34
99.14 99.33
99.19 99.30
97.71
99.22
99.03
97.89
98.99 98.96
99.10
99.16
98.8399.01 97.77
99.14
98.93
99.01
98.99
99.10
99.03
99.04
99.08
98.98
99.21
99.08 99.29
99.05 99.09
99.0499.10
99.07 99.06
99.11 98.93
99.03 99.04
99.00 99.04
99.23
99.08
99.08
99.06
99.10
99.15
99.25
99.02
99.42
99.22
99.51
99.41
99.63
99.39
99.46
99.34
99.59
99.19
99.82
99.89 99.72
99.78 99.67
99.81 99.62
99.60 99.37
99.53 99.20
99.24 99.11
99.12
99.09
99.13 99.11
99.21
99.26
99.22
99.09
99.14
99.23
99.35
99.70
99.95
100.01
100.00
Ps 698/1
S =62400mpCF S =62400mpmas
Hcn688/1
99.96
99.85
99.76
99.45
99.35
*Nota: Cota CF 100,97
De 694/1
Hcn 700
A 690/1/1 5,30ha
A 690/1/2 1,70ha
A 690/1/3 1,69ha
A 690/1/4 1,00ha
A 690/1/5 1,00ha
A 690/1/6 3,18ha
De 692
Hcn 688/1
4,18ha
5,00ha
A 694/3 3,84ha
A 694/2 4,30ha
0, 45
ha
A 696
25139; 25140
km 5+4
km 5+5
km 5+6
100.39
99.92
99.81
99.42
99.51
99.08
99.59
99.76
99.81
99.81
99.91
100.02
99.88
99.58
99.48
99.64
99.96
99.99
99.99
99.79
99.32
99.28
99.27
98.73
98.98
99.61
99.76
99.70
100.17
99.88
100.11
100.05
99.92
99.72
99.46
99.51
99.49
99.93
99.45
99.64
99.93
99.96
100.13
100.97
100.97
100.51
100.21
100.08
99.97
99.48
99.66
99.65
100.12
100.06
100.21
100.50
100.67
100.63
100.60
100.44
100.09
100.28
100.10
100.15
100.14
100.39
100.51
100.54
100.32
100.22
99.84
100.18
99.96
99.89
100.12
99.76
99.82 98.48
99.07
99.41
99.34 99.23
98.80 99.03
99.40
99.90
100.22
100.20
100.21
100.38
100.20
100.15
100.04
100.06
99.96
99.84
99.84
99.63
99.56
99.32
99.09
98.93 99.17
98.85
99.30
98.74
98.98
99.03
98.76
99.12
98.78
99.04
98.85
99.05
99.04
99.68
99.40
99.85
100.01
99.94
99.74
100.26
100.07
99.24
98.84
99.39
99.58
99.90
100.16
99.86
98.70
99.35 101.06
6+79.00/22.00
6+66.00/19.00
5+77.00/20.00
3+77.00/20.00
1+76.00/20.00
18
19
20
21
22
24
23
De692
Hcn 700
A 694/5
A 694/4
A 69
4/6
nr.topo 25138/2;
De 694/1
canton
1
2
3
4
5 6 7
8
9
11
12
13
14
15
16
17
4832002 03
40 0
48300020 34
00
4828002 03
40 0
48260020 34
00
48340020 34
00
48340020 32
00
48340020 30
00
48340020 28
00
48340020 26
00
48340020 24
00
483200
483000
482800
482600
20 24
00 20
24 00
20 24
00 20
24 00
10
19
20
21
22
23
24
25
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
S+P+2E
S+P+2E
S+P+2E
S+P+2E
S+P+2E S+P+2E PUZ AVIZAT
S+P+2E
S+P+3E+M
S+P+3E+M
S+P+3E+M
S+P+3E+M
S+P+3E+M
S+P+3E+M
S+P+2E
PT T5
PT T5
UTR3
UTR2
UTR3
UTR3
UTR2
UTR2
UTR1
UTR1
S+P+2E
PUZ AVIZAT
PUZ AVIZAT
89.23
88.45
88.18 88.09
88.04
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68 88.76
88.50
88.69
88.70
88.77
88.77
89.06
89.03
87.97
88.03 87.94
88.14 88.14 88.12
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.02
89.06 88.76
88.80 88.74
89.08
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.77 88.92
88.96
88.95
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.52
88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51 88.72
88.67
88.40 88.42
88.54
88.45
89.03
89.03
89.03
90.16
89.49
89.15
88.70 88.23
88.64 88.52
88.24
88.06
88.57 88.66 88.61 88.53
88.53 88.37 88.25
88.39
88.45
88.54
88.83 88.75
88.81
88.88
88.85
89.00
88.87 88.97
88.89
88.91
88.22
88.66
87.90 88.28
87.61
88.22
87.60
87.42
87.51
87.81
87.53
87.72
87.51
87.62 87.67
87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.46
88.65
88.14
88.49
88.22
88.50
88.32
88.53
88.39
88.57
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.19
88.54
88.67
88.71
88.50 88.50
88.33 88.37
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40 88.33
88.42
88.79
88.35
88.46
88.60 88.54
88.62 88.62
88.81 88.90
88.82 88.84
88.97
89.10
89.35 89.35
89.39 89.35
89.41
89.68
89.1589.06
89.62
89.59
89.64
89.66 89.60
90.1690.1590.1590.1590.17
89.3689.47
89.52
89.51
89.49 89.55
89.14 89.29
89.79
89.20
89.05
89.37
89.8289.74
89.48
89.61 89.28
89.42
89.12
89.82 91.38 89.29
89.43
89.69
89.46 89.62
89.67 89.83
89.77
89.97
90.00
91.42
90.26
90.34 90.37
91.46
92.89
90.45 90.55
V
V C
C
C
METRO
str ada
(a sfa
lt)
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 2 0 0
483600
2 0 3 0 0 0
483400
CC
dru m m
aca dam
dru m m
aca dam
drum macadam
drum pamant
dru m p
am an
t
2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
vana
post trafo
C
C
container
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3 SCF=15100mp Smas=15392mp
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
A715/1/7/2
De 71 5/ 1/ 8
A715/1/14
De 71 5
A732/1
PUZ
A715/1/14
PUZ
74 3, 49 m 2
2. 30 6, 96 m 2
1. 25 8, 02 m 2
2. 08 7, 56 m 2
1. 53 7, 94 m 2
4. 31 3, 90 m 2
3. 25 0, 80 m 2
1. 05 2, 79 m 2
2. 16 8, 40 m 2
1. 53 7, 97 m 2
3. 25 0, 47 m 2
74 3, 60 m 2
1. 53 7, 97 m 2
1. 53 7, 97 m 2
1. 07 8, 99 m 2
64 7, 00 m 2
1. 53 7, 97 m 2
1. 07 9, 10 m 2
4. 33 4, 39 m 2
69 0, 51 m 2
2. 23 0, 47 m 2
3. 84 4, 94 m 2
2. 42 5, 89 m 2 1.
81 8, 61 m 2
5. 37 3, 75 m 2
2
3
1
4
5
C
C
70
11
11
12
21
14
99.444
97.992
98.630
98.604
D E7 3 2 / 1 / 1
A7 32 /1 /1 5/ 1
A7 32 /1 /1 5/ 2
A7 32 /1 /1 4
A7 32 /1 /1 3
99.640
98.697
98.148
97.333
97.28597.285
97.022 96.999
97.287
97.870
98.430
98.110
98.301
98.448
97.668
97.659
97.861
97.811
99.728
99.858
99.852
99.853
99.803
99.821
98.223
98.095
97.520
97.413
99.591
99.720
99.303
98.567
97.804
97.825
98.329
97.813
97.659
98.405
97.947 97.995
97.869
97.809
97.797
98.073
98.263
98.638
99.180
99.339
99.688
100.000
99.695
98.452
98.259
98.128
98.006
98.102
97.659
99.462
99.657
99.701
99.401
99.542
99.469
99.501
99.583
98.406
98.511
98.005
98.223
97.868
6
7
8
35
23
24
25
26
33
34
41
27
37
38
12
40
50
49 48
39
47 46
36
44
45
9
13 14
11
10
43
42
22
15 16
19
18
17
20 21
32 31
28
30 29
C
C
483900
483800483800
2 0 3 2 0 0
2 0 3 6 0 0
2 0 3 7 0 0
2 0 3 8 0 0
2 0 3 9 0 0
2 0 4 0 0 0
2 0 4 3 0 0
2 0 4 3 0 0
471,95 m 2
481,01 m 2
1.346,58 m 2
3.802,31 m 2
3.802,85 m 2
S= 0.8
0 h a
zv
S= 0.5
0 h a
S= 0.5
0 h a
zv
zv
zv
DE 71 1/ 1/ 17
A711/1/1
C
C
DE 71 1/ 1/ 17
A711/1/1
C
C
DE711/ 1/ 17
99.290
99.537
100
99.146
98.986
98.941
99.247
100.635
100.631
100.199
99.712
98.953
98.573
98.565
98.592
98.533
98.428
98.393
98.181
98.297
98.330
98.358
98.478
98.500
98.610
98.614
98.641
98.729
98.582
98.688
98.597
98.595
98.548
98.711
98.730
98.731
98.649
98.692
98.582
98.721
98.588
98.692
98.570
98.513
98.232
98.250
98.356
98.199
98.381
98.508
98.387
98.491
98.379
98.409
98.444
98.483
98.796
99.058
99.605
98.652
98.851
98.586
98.439
98.581
DE711/ 1/ 17
99.290
99.537
100
99.146
98.986
98.941
100.635
100.631
100.199
99.712
98.953
98.573
98.565
98.592
98.533
98.428
98.393
98.181
98.297
98.330
98.358
98.478
98.500
98.610
98.614
98.641
98.729
98.582
98.688
98.597
98.595
98.548
98.711
98.730
98.731
98.649
98.692
98.582
98.721
98.588
98.692
98.570
98.513
98.232
98.250
98.356
98.199
98.381
98.508
98.387
98.491
98.379
98.409
98.444
98.483
98.796
99.058
99.605
98.652
98.851
98.586
98.439
98.581
H C n 3 4 6
5
3
4
S= 0.
80 ha
2
1 A711/
1/ 2 6.080,55 m 2
3.046,69 m 2
3.034,00 m 2
Ale xa
nd res
cu Co
ns tan
tin si
Ale xa
nd res
cu D
ori na
Te rez
ia
S.C .M
OT UL
S. R.L
.
S.C .RE
D TO
P S .R.
L.
S.C .EU
RO BA
NA T P
ET RO
CH EM
- P S.
R.L .
700,58 m 2
577,51 m 2
678,19 m 2
537,80 m 2
570,90 m 2
735,54 m 2
721,93 m 2
680,70 m 2
677,25 m 2
677,43 m 2
718,63 m 2
681,73 m 2
541,16 m 2
613,42 m 2
605,70 m 2
751,39 m 2
760,46 m 2
908,54 m 2
565,58 m 2
388,26 m 2
601,94 m 2
863,97 m 2
574,18 m 2
651,50 m 2
580,27 m 2
756,74 m 2
750,28 m 2
776,94 m 2
24 ,72
18 ,00
21 ,75
19,53
19,00
11,87 7,13
5
40,03 5
37 ,96
5
38,32 5
30,54
9,00
12,72
12,00
10,00
10,00 5,00
5,00
34,96 5
12,00
14,57 5
18,90
19 ,00
19 ,00
33,52 5
18,47 5
35,62 5
10,00
10,00
11 ,94
5
24 ,68
19 ,84
24 ,89
6,0 9
36,40
10,00
5,00
5,00
37,69 5
19 ,38
18 ,49
5
6,0 0
5,00
5,00
10,00
10,00
5,0 0
3,0 0
38,94 5
40,15 5
41,39 5
26 ,96
17 ,52
5
17 ,62
5
17 ,13
16 ,26
5
18 ,42
20 ,41
21,37 5
21,07
42,63
17 ,55
5
17 ,67
5
17 ,17
5
19 ,13
18 ,37
5
20 ,35
5
27 ,18
5
12 ,00
34,92 5
21,94 5
21,90 5
11,77
255,50
15 2,3
3
R = 7,00
R = 7,00
A715/1/7/2
25
26
40
98.014
36
35
33
98.688
98.018
97.791
97.5 33
Hc 613/8
DE 71
5/1 /8
97.4 52
59798.5 02
60798.6 25
61798.6 14
62798.7 67
63798.4 49
98.411
8
10
9
21 32
39
38
37
483700
203200
483700
203300
483300
483200
203200
483200
203300
483200
203200
483300
203300
483300
483400
483500
203300
483500
483600 483600
203300
203200
483500
483400
203200 203200
203400 203400
483600
203400
203300
203400 203400
483400
4
330
34
483300
203100
98.267
98.379
97.966
98.06727
29
28
A715/1/6/2
24
22
23
A715/1/7/1
S=4.10 ha
20 ,23
5
HC 714
-5/1 m
A713/3 DE
71 3/4
DE698/2/1
A713/1
A713/2
A715
DE 71
5/1 /8
HC 69
5
HC613
A715/1/4
88.94
89.26
89.34
89.41
89.26
89.65
89.84
89.83
89.61
89.70
89.50
89.37
89.49
89.15
89.09
89.45
89.82
89.82
88.95 88.92
88.69 88.88
88.84 88.93
88.74
88.82
88.67
88.72
88.64
88.71
88.87
88.84
88.93
88.7888.94
88.87 88.82
88.85
88.84
88.86
89.29 89.36
89.20 89.23
89.03
89.09
89.00 89.04
88.90 88.92
88.91
88.89
DE712/1
Cc711/1/36-38 A711/1/18-A711/1/35
Cc715/1/3
A715/1/1
Cc715/1/2
89.71
89.21
89.51
89.61
89.73
89.37
89.44
89.53
89.64
89.69
89.84
89.34
89.26
89.30
89.55
89.41
89.60
89.66
89.78
89.93
89.64
89.79
89.96
89.82
89.59
89.76
89.91
89.86
89.65
89.68
88.88
88.87 88.93
88.82
89.79
89.8989.76
89.94
89.90
89.90 89.86
88.96
89.01 89.15
89.37 89.37
89.61 89.65
89.88 89.82
89.84 89.89
89.87
89.89 89.85
89.96 90.02
90.41
90.40 90.42
89.92
90.10
89.94
89.97
88.82 88.86
89.46
89.87
89.82
89.90
89.84
89.72
89.85
89.58
89.94
89.82
89.80
89.85
89.74
89.74
89.82 89.85
89.73
89.67
89.68
89.62
89.69
89.90
89.74
89.51
dru m
as fal
t (M ET
RO )
De 732/1/1
89.76
89.83
89.84
89.86
89.8789.87
89.88
89.89
89.85
89.66
89.57
89.87
89.84
89.74
89.69
89.87
89.31
89.44
89.26
89.35
89.32
89.49
89.48
89.29
89.51
89.37
89.51
89.21
89.18
89.36
89.46
89.67
89.30
89.19
89.33
89.28
89.54
89.44
89.29
89.79
89.59
89.47
89.24
32 .47
m
32 .48
m
32 .48
m
307.89m
32 .48
m
32 .48
m
32 .47
m
307.90m
307.90m
307.89m
Lot 1=1940mp
P.U.Z. "Zona de locuinte cu functiuni complementare", extravilan Timisoara, aeroportul utilitar Cioca (HCLMT 104/2007)
10. 0
10. 0 6.
0
6.0
D/S+P+3E+M
Lot 2=2113mp
4.0
4.0
7.0
26.0
10. 0
10. 0
6.0
12.0
12. 0
24. 0
D/S+P+2E
D/S+P+3E
D/S+P+2E(1E+M)
D/S+P+2E+M 12.0
7.0
5.0
6.0
10. 0
D/S+P+2E(1E+M)
P+1E(M)-P+2E(1E+M)
P+2E(1E+M)-
P+3E(2E+M)
10. 0
P+4E+M P - P+2E
P - P+2E
P - P+2E
P - P+2E
P - P+2E
P+4E+M
Locuinte colective cu spatii
comerciale la parter / P+4E+M
M
7.0
D/S+P+2E
S+P+3E+M
5.0
Lot 2=2000mp
Lot 5=1000mp
Lot 4=1000mp IS
5.5
32.4
35.0
7.0
10. 0
S+P+3E+M
6.0
7.0
SP
Lot 3 = 11386 mp
5.0
7.0
10. 0
5. 36
7.0
18.0
R 4.50
R9.00 D/S+P+2E
R 4.50
R9.00
R 4.50
R9.00
5.0
6.0
6.0
M
M
188.2
26.5
30.1
289.3
60.4
29.5
33.3
31.9
35.0
189.1
20.2
24.4
21.71 7.0
88 .7
34.6
38.8
32.1
16.5m
37 3.8
5
44.5
43.6
24.6
20.0
19.8
24.3 10.0 10.0
6.0
6.0
6.0
61 .7
50 .3
305.7
50 .4
50 .4
50 .4
305.3
306.0
27 .6
16 .8
16 .8
16 .8
16 .8
10.0 10.0
6.0
3.0
6.0
6.0
23.1
22.0
22.0
23.1
45.1
45.1
45.1
6.0
10.0
10.0
6.0
27 .5
24 .8
33 .6
16 .8
16 .8
42.0
46.3
42.0
45.9
46.1
42.0
42.0
46.5
43.1
44.5
45.1
45.1 44.6
43.9
43.3
44.5
27 .6
27 .6
21.7
19.8
20.0
21.6
11.0 4.0 11.0
26.0
6.0
3.0
3.0
1,010 m2
758 m2
757 m2
632 m2
757 m2
606 m2
632 m2
758 m2
606 m2
757 m2
758 m2
732 m2
735 m2
749 m2
546 m2
672 m2
672 m2
739 m2
749 m2 747 m2
724 m2
1,066 m2
846 m2
1,050 m2
757 m2
758 m2
HCN 613-8
PUZ APROBAT CF. HCL104/2007
PUZ APROBAT CF. HCL 74/2009
89.23
88.18 88.09
88.04
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68
88.76
88.50
88.69
88.70
88.77
88.77
89.06
89.03
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.02
89.06 88.76
88.80 88.74
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.96
88.95
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51
88.54 89.03
89.03
89.03
89.15
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.19
88.54
88.67
88.71
88.50 88.50
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40
88.42
88.79
88.35
88.46
88.54
88.62 88.62
2 0 3 2 0 0
483600
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
C
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15395mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
De 71 5/ 1/ 8
De 71 5
A732/1
2 0 3 2 0 0
483400
1
2
3
4
5
6
88.45
88.18 88.09
88.04
88.67
88.40 88.42
88.45
90.16
88.70 88.23
88.64 88.52
88.24
88.06
88.57 88.66 88.61 88.53
88.53 88.37 88.25
88.39
88.45
88.54
88.83 88.75
88.81
88.88
88.85
89.00
88.87
88.97
88.89
88.91
88.22
88.66
87.90 88.28
87.61
88.22
87.51
87.81
87.53
87.72
87.51
87.62 87.67
87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.46
88.65
88.14
88.49
88.22
88.50
88.32
88.53
88.39
88.57
88.19
88.54
88.82 88.84
88.97
89.10
89.35 89.35
89.39 89.35
89.41
89.68
89.1589.06
89.62
89.59
89.64
89.66 89.60
90.1690.1590.1590.1590.17
89.3689.47
89.52
89.51
89.49 89.55
89.14 89.29st rad
a ( asf
alt)
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 0 0 0
483400
vana
post trafo
dru m p
am ant
A715/1/7/2
A715/1/14
A715/1/14
str ada
(a sfa
lt)
2 0 3 2 0 0
483400
2 0 3 0 0 0
483600
2 0 3 2 0 0
483600
2 0 3 0 0 0
483400
Plan de amplasament Sc 1 : 2000
CC
dru m m
aca dam
drum macadam 2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
vana
post trafo
C
C
container
dru m p
am ant
Cad A715/1/6/2/1 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3 SCF=15100mp Smas=15392mp
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
A715/1/7/2
De 71 5/ 1/ 8
A715/1/14
De 71 5
A732/1
PUZ
A715/1/14
PUZ
A715/1/3
A715/1/4
A715/1/1
A715/1/2
De712
A711
PUZ APROBAT CF. HCL 478/15.12.2009
1,177 m2
90
91
92
93
94
95
96
97
98
99
100
102
103
104
107
108
109
112
113
114
115
105
106
101
18
2
3
4
5
6
7 8
9
10
11 12
1
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
37
12.0 7.5
12.0 7.0
7.0
6.0
12 .0
9.06.0
34 .2
18 .0
18 .0
18 .0
18 .0
18 .0
18 .0
18 .0
12 .6
21 .7
17 .0
30 .5
37 .6
17 .0
17 .0
38 .9
8.5
8.5
41 .0
9.5
17.0
17.0 19.3
17.0
23.7
26.7
36 .2
50.4
22 .9
6.0
6.0
25 .0
10 .0
6.0 20.3
10.06.0
20 .5
6.0
44.4
6.0
10 .0
20 .2
3.0 10
.0 23
.5 6.0
6.0
20.3
17 .5
2.9 2.0
15.0
3.0
3.0
3.0
3.0 4.0
3.0
3.0
45.1
27 .5
16 .8
16 .8
16 .8
16 .8
3.0
10 .0
10 .0
3.0
3.0
12.0
24 .2
20 .1
25 .0
25 .4
4.0 4.0
4.0
1,154 m2
926 m2
1,100 m2
749 m2
551 m2
PTT2
PTT2
PT T5
PT T6
PT T6
25
1
2
3
4S+P+2E
100.00
98.51
99.06
99.10
99.19 97.82
99.25 98.96
99.19 99.17
99.14 99.33
99.19 99.30
97.71
99.22
99.03
97.89
98.99 98.96
99.10
99.16
98.8399.01 97.77
99.14
98.93
99.01
100.00
De 694/1
Hcn 700
5,00ha
A 694/3 3,84ha
A 694/2 4,30ha
25139; 25140
99.09
98.93 99.17
98.85
99.30
98.74
98.98
99.03
98.76
99.12
98.78
99.04
98.85
99.05
99.04
99.68
99.40
99.85
100.01
99.94
99.74
100.26 99.58
99.90
100.16
99.86
18
19
20
21
22
Hcn 700
A 694/4
nr.topo 25138/2;
De 694/1
4832002 03
40 0
4830002 03
40 0
4834002 03
40 0
4834002 03
20 0
4834002 03
00 0
4834002 02
80 0
25
1
2
3
4
S+P+2E
S+P+2E
S+P+2E
PTT2
PTT2
PTT1
PTT1
PTT1
PTT1
PTT1
PTT1
PT T1
PT T1
S+P+2E
PUZ AVIZAT HCL 479/2009
PT T1
TEREN STUDIAT IN PUZ
TEREN STUDIAT IN PUZ
PLAN DE INCADRARE IN PUZ DIRECTOR
PLAN DE INCADRARE IN TERITORIU
PLAN DE INCADRARE IN ZONA PLAN DE INCADRARE IN TERITORIU PLAN DE INCADRARE IN PUZ DIRECTOR
U01/105
1:5000 1:10000
PUZ TIMISOARA CALEA TORONTALULUI
s. c. T E C T O N I C S s. r. l.house FAZA
DATA
ARH. Marius NICORICI - CALANCE
NR. PROIECT
SCARA
ARH. Carmen NICORICI - CALANCE
SEF PROIECT
PROIECTAT
DESENAT
Denumire PROIECT:
PLANSA:
VERIFICAT
NR.PLANSA
VERIFICATOR
AMPLASAMENT:
J35/1011/2003
ARH. Carmen NICORICI - CALANCE
ARH. Carmen NICORICI - CALANCE
BENEFICIAR:
PROIECT URBANISTIC ZONAL - locuinte si functiuni complementare - Timisoara, CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
105 /2010
sept. 2010
P.U.Z.
LOCUINTE si FUNCTIUNI COMPLEMENTARE
SPINU EUGENIA , BIHOI ANA
Timisoara, Zona Calea Torontalului CAD 715/1/6/2/1 ; CAD 715/1/6/2/2
Cad A715/1/6/2/1 Cad A715/1/6/2/2
89.23
88.18 88.09
88.04
88.36
88.38
88.55
88.52 88.67
88.28 88.76
88.68 88.76
88.50
88.69
88.70
88.77
88.77
89.06
89.03
87.97
88.03
88.14
88.72
88.84 88.90
88.72 88.91
88.92 89.07
89.05 89.11
89.11
89.0689.08
89.12
89.18
89.28
89.35
89.26
89.03
88.80
88.65
88.58
88.65 88.75
88.53 88.55
88.69
88.5288.60 88.52
88.58
88.56 88.61
88.48 88.53
88.58 88.51
88.39
88.33
88.47
88.43 88.47
88.55
88.51 88.72
88.67
88.40 88.42
88.54
88.45
89.03
89.03
89.03
89.15
88.83
88.81
88.88
88.85
89.00
88.87
88.97
88.89
88.91
88.22
88.66
87.90 88.28 87.51
87.81
87.53
87.72
87.51
87.62 87.67
87.76
88.12
87.89
88.50
87.87
88.65
88.25
88.77
88.53
88.69
88.71
88.46
88.65
88.14
88.49
88.50
88.53
88.57
88.52
88.40
88.12 88.32
88.42
88.55
88.41
88.48
88.44
88.23
88.59
88.15
88.28
88.14
88.14
88.10
88.06
88.09
88.19
88.54
88.67
88.71
88.43
88.25
88.62
88.27
88.95
88.56
88.72
89.19
88.89
88.85
89.16
88.59
89.07
88.77
88.79
88.87
88.42
88.62
88.40 88.33
88.42
88.79
88.35
88.46
88.60 88.54
88.62 88.62
2 0 3 2 0 0
483400
2 0 3 2 0 0
483600
Plan de amplasament Sc 1 : 2000
CC
dru m m
aca dam
dru m m
aca dam
drum macadam
drum pamant
dru m p
am an
t
2 0 3 4 0 0
483400
2 0 3 4 0 0
483600
C
container
Cad A715/1/6/2/1 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/2 SCF=15100mp Smas=15392mp
Cad A715/1/6/2/3 SCF=15100mp Smas=15392mp
A715/1/6/1
A715/1/5
416941 (A715/1/7/1)
A715/1/7/2
De 71 5/ 1/ 8
A715/1/14
De 71 5
A732/1
PUZ
A715/1/14
PUZ
DRUM DE PAMANT EXISTENT
LIMITA ZONA STUDIATA
LIMITA DE PROPRIETATE CANAL
TEREN AGRICOL PARCELA DE TEREN PROPRIETATE PRIVATA A PERSOANELOR FIZICE
DOMENII DISFUNCTIONALITATI PRIORITATI
FOND CONSTRUIT SI UTILIZAREA TERENURILOR
SPATII VERZI,SPORT, AGREMENT,PROTECTIE
PROBLEME DE MEDIU
PROTEJAREA ZONELOR CU VALOARE DE PATRIMONIU PE BAZA NORMELOR SANITARE
Terenul nu are acces carosabil amenajat.
Edificarea constructiilor si echiparea cu utilitati racordate la reteaua publica in dezvoltare pe teritoriul mun.Timisoara.
Nu exista cladiri pe amplasament.
Nu exista spatii verzi amenajate pe teren. Nu exista utilitati edilitare pe teren
CIRCULATII
Nu este cazul.
Modernizarea drumurilor de acces si creearea de noi drumuri pt. a asigura accesul la parcele. Semnalizarea corespunzatoare a circulatiei pe drumurile propuse.
Creearea de spatii verzi amenajate, atit in zone prestabilite cit si de-a lungul cailor de acces.
Asigurarea de conditii pentru eliminarea riscului de poluare a aerului, apei si solului. Asigurarea de conditii pentru diminuarea poluarii fonice datorata vecinatatii aeroportului utilitar(300m) si liniei CFR( 700m)
Nu este cazul.
Nu necesita evaluare de mediu.
TEREN INTRAVILAN PT.CONSTRUCTII LOCUINTE PROPRIETATE PRIVATA A PERSOANELOR FIZICE TEREN INTRAVILAN PT.CONSTRUCTII DOTARI ALE ZONEI DE LOCUIRE PROPRIETATE PRIVATA A PERSOANELOR FIZICE
TEREN PT. DRUM CF. PUZ APROBAT
ZONA VERDE
S I T U A T I A E X I S T E N T A
L E G E N D A
1:1000
PLAN DE SITUATIE- SITUATIA EXISTENTA
PUZ APROBAT CF. HCL
PUZ APROBAT CF. HCL
U02/105