02 reglementari la 1000 layou · Şef proiect proiectat desenat nume nume semnĂtura semnĂtura...
TRANSCRIPT
-
atelier
REFERAT / EXPERTIZĂ NR. / DATA
s. r. l.atelier CAAD
SPECIFICAŢIE
ŞEF PROIECT
PROIECTAT
DESENAT
NUME
NUME
SEMNĂTURA
SEMNĂTURA
Scara:
Data:
:
VERIFICATOR /
EXPERT CERINŢA
Planşa nr.
Proiect nr.
Faza
Titlul planşei
Titlul proiectului
Beneficiar
P.U.Z.
x
Plan Urbanistic Zonal - ZONA PENTRU SPAŢIICOMERCIALE, DEPOZITARE SI SERVICIICalea Aradului DN69 km7
101/2007J35/2318/2004, C.U.I. 16677315, Timisoara, str. Eugeniu de Savoya,nr. 24, ap.7,tel.228717
oct.2009
S.C. HADASIM S.R.L., Timisoara, b-dul 16 dec. 1989,CUI 16756915Calea Aradului DN69 km7C.F. 409336 409336 409336 409336 Timişoara, nr. cad. A282/3 70000mp
N
7.007.00
30.00
9.00
20.00
48.50
100.00
50.98
25.00
6.00
6.00
5.505.5
0
25.00
27.005.00
23.50
63.00
4.504.50
79.50
83.56
160.01
153.63
9.00
142.37
140.00
138.80
81.57
2.00
2.00
81.56
83.56
160.00
155.01
9.00
86.00
54.99
140.00
142.92
426.53
10.00
10.00
10.00
9.00
1. 001. 50
4. 507. 00
7.007.00
12.00
10.00
9.00
9.00
9.00
9.00
9.00
9.00
12.00
10.00
10.00
10.00
R14.00
R9.00
R9.00
R12.00
R12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00R 12.00
PTT3
PTT3
PTT2
PTT2
PTT1
PTT1
extindere parcare
etapa II
bucla intoarcer
e autobuze eta
pa II
parcare etapa
I
fig.34 Podet proiectat
S=3843
,81mp
HALA
A282/4/1
De241
/7
De272
A282/1/c
A282/2
S=2.2925ha
S=7.00ha
De241/6
A282/1/b
S=0.50ha
S=5.25h
a
A282/1/aCEN
TRU CO
MERCIAL
2
Sup.127
00mp
S=4.50ha
A282/3
S=2.2925ha
S=2.2925ha
S=4.10h
a
90.49
92.62
92.78
92.49
S=5.64ha
S=7.17haCc274/1/1
92.62
A274/1/7S=1.75ha
92.65
91.61
92.21
A274/1/6S=1.70ha
92.73
92.11
92.46
S=1.87haA274/1/5
92.9
92.92
92.91
S=4.16haA274/1/4
92.96
92.88
92.7
S=4.10haA274/1/3
92.59
92.28
Cc274/1/2
91.91
91.89
91.8
91.85
92.73
92.85
92.67
92.65
92.58
92.41
92.51
92.36
92.39
92.39
92.3
92.24
92.29
92.03
91.94
92.06
92.02
92.41
92.80
92.54
92.34
90.29
90.67
90.33
90.45
92.46
92.48
92.78
92.58
92.48
92.67
92.79
92.82
92.54
92.5
92.61
92.53
92.53
92.39
92.58
92.42
92.57
92.93
93.06
92.91
92.83
92.69
92.67
92.91
92.74
91.87
91.78
92.31
92.61
92.43
92.77
92.67
90.3
92.27
92.2
92.44
A268/3
A268/4
1
25
21
1
34
1
1
21
1
13
1
20
48
41
1
41
1 33
1
23
1
Km11+985
Km11+985
Semi-hea
vy type
Metallic g
uardrail
Tip semig
reuPara
pete met
alic
Km12+051
Calea A
radului
Tip semig
reuPara
pete meta
lic
Bretea
colectoa
reCENTU
RA TIM
ISOARA
Bretea
colectoa
re
92.35
Hcn269
92.05
90.4
BRETEA LAT
ERALA 92.06
91.19
93.03
92.25
91.1
92.36
92.45
91.44
92.73
92.85
92.74
91.52
91.87
92.79
92.14
91.05
92.01
91.96 92.15
92.37
92.25
92.19
93.52
93.56
93.16
93.14 93.14
92.9692.83
92.42 92.50
92.55 92.37
91.15
90.76
90.86
92.46
92.43
92.27
92.27
92.34
92.13
92.10
92.54
92.44
92.36
92.31
92.13
92.32
92.59
92.34
92.28
92.32
92.45
92.48
94.49
92.27
93.42
94.12
92.93
93.38
93.19
93.41
92.74
93.12
92.92
92.95
92.43
93.1692.87
93.08
93.0792.9
93.18
93.4
93.12
93.15
93.07
92.97
92.84
92.8
92.87
93.11
93.14
92.48
92.61
92.52
92.53
92.41
92.34
92.43
92.61
92.48
92.38
93.08
92.50
92.75
92.69
92.88
92.8
93.03
92.88
92.78
92.86
92.98
92.72
92.52
92.49
92.57
92.53
92.45
92.39
92.46
92.42
92.13
92.65
92.76
92.65
92.63
92.69
92.59
92.77
92.75
92.98
300ST
200ST
Hcn269
DN(69)283
spre Timisoara
DE MOTO
R S.R.L.
204300
204400
204500
204600
204700
204800
204900
205000
205100
486900 486900 486900 486900 486900 486900 486900204300
204400
204500
204600
204700
204800
205100
204300
204400
204500
204600
204700
204800
204900
205000
205100
204300
204400
204500
204600
204700
204800
204900
205000
205100
204300
204400
204500
204600
204700
204800
204900
205000
205100
204300
204400
204500
204600
204700
204800
204900
205000
205100
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
10%
1%
6%
B R E T E A U A 1L I N K R O A D 1
PTT1
PTT1
PTT2
PTT2
R=1000m
v=60km/h
C1/1
S=1.81ha
Hcn275
De272
S=855mp
S=290mp
Settleme
nt tank
Bazin dec
antor
HCn271
De266/1
De266/3
De266/2
A265/3
S=1.65ha
L=8.00m Km
12+005
Km11+997
L=16.00m
Bazin dec
antor
Settleme
nt tank
Km12+000 Km11+984
Podet pre
fabricat L=
4.00m
Precast c
ulvert L=4
.00m
Sant pam
ant
Earth ditch
S=7.17h
a
S=5.64h
a
A265/2
A274/1
S=26.36ha
S=1.85h
a
S=9.17h
a
A282/1/d
PARCAR
E 560m
p
PARCAR
E 560m
p
PARCAR
E 560m
p
PARCAR
E 560m
p
HALA
DEPOZI
TARE
TIP 1
157m X 7
0m
Sup.=11
.000mp
PARCAR
E 560m
p
PARCAR
E 560m
p
PARCAR
E 560m
p
PARCAR
E 560m
p
PARCAR
E 560m
p
PARCAR
E 560m
p
HALA
DEPOZI
TARE
TIP 1
157m X 7
0m
Sup.=11
.000mp
PARCAR
E 560m
p
PARCAR
E 560m
p
CENTRU
COMERC
IAL 1
P+1
Sup.475
0mp
RAMPA DE INCARCARE - DESCARCARE
Hcn275
Hcn275
Hcn275
Hcn271
Hcn271
S=0.76ha
S=1.62ha
Hcn271
Hcn276
RAM
PA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
91.12
91.11
90.35
90.59
90.38
90.40
91.34
91.21
91.10
91.28
90.29
90.52
90.83
4
5
Hala inconstructie
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RESTAU
RANT
Sup.105
0mp
HALA
DEPOZI
TARE
TIP 1
157m X 7
0m
Sup.=11
.000mp
HALA
DEPOZI
TARE
TIP 1
157m X 7
0m
Sup.=11
.000mp
HALA
DEPOZI
TARE
TIP 1
157m X 7
0m
Sup.=11
.000mp
HALA
DEPOZI
TARE
TIP 1
157m X 7
0m
Sup.=11
.000mp
BENZINA
RIE
Sup.250
0mp
PARCAR
E
10.000m
p
SPATIU
COMERC
IAL
P+1
Sup.200
00mp
PARCAR
E
21.000m
p
PARTER
SHOW R
OOM
BIROURI
P+7
Sup. 700
00mp
SHOW R
OOM
P+2
Sup 13.3
50mp
BIROURI
P+7
Sup.15.0
00
BIROURI
P+7
Sup.145
00mp
DN 69
93.34
94.08
92.63
92.79
92.42
I150
I140
I120
Camin cablu optic
92.04
92.06
92.09
92.25
92.09
92.13
92.10
92.10
I410
93.86
91.65
92.15
92.00
91.84
92.04
91.93
92.05
91.10
91.65
91.85
91.90
92.69
A241/1/1/1
A241/1/1/2
spre Arad
100
92.42
92.39
92.49
93.07
92.71
93.28
93.14
92.8092.96
Cc330/1/1/2/2
93.13
93.29
93.19
93.3493.03
93.07
92.87
92.33
92.35
92.60
92.11
92.63I110
3
2
1
6
5
4
9
3
2
8
4
5
6
7
92.60
92.70
92.77
92.86
92.64
92.75
92.45
92.85 93.03 92.81
92.53
92.84
92.8093.03
92.7192.50
92.83
93.05
92.84
92.57
92.50
92.8493.13
93.03
92.82
92.8592.61
92.63
92.65
92.82
93.01
92.4992.77
92.74
92.61
92.9092.70
92.19
92.53
92.65 92.7192.65
92.6592.81
92.1892.43
92.62
92.6892.82
92.2892.62
92.65
92.61
92.61
92.81
92.14
92.62
92.41
92.57
92.44
92.53
92.37
92.49
91.91
92.15
91.97
91.59
91.97
91.51
92.20
91.50
92.59
91.57
91.81
92.10
92.21
92.28
93.66
91.71
92.02
91.75
91.50
91.71
91.59
91.7891.78
91.83
91.94
92.71
91.63
91.91
91.81
92.0191.94
92.11
91.95
92.0792.04
92.1892.05
92.22
92.22
92.4192.05
92.3292.10
92.21
92.07
92.03
92.0692.34
92.18
92.29
92.04
92.11
92.1892.0091.84
91.85
91.8491.84
91.87
92.08
91.92
92.13
91.87
92.03
91.73
91.89
91.73
91.800083
91.7591.90
91.80
92.00
92.11
92.11
92.0392.00
92.08
92.07
92.04
92.05
92.09
92.25
92.31
92.14
92.18
91.97
92.10
91.91
92.04
91.80
91.79
91.55
91.66
91.58
91.56
91.48
91.59
91.61
91.53
90.80
91.55
91.4290.85
91.49
91.48
91.86
91.51
91.63
90.84
91.54
91.6590.95
91.65
91.55
91.59
91.63
91.43
91.70
91.91
91.82
91.77
92.03
91.84
92.15
92.05
92.64
92.80
92.61
I160
92.31
92.61
92.23
92.77
92.65
92.97
92.43
92.61
92.66
92.81
92.66
92.82
92.56
92.54
92.74 92.92
92.86
92.65
92.84
92.47
93.04
92.9992.84
92.75
93.06
92.8792.71
92.75
5
Hm 1
Hm 7
km7
Hm 9
Hm 8
Hm 6
Hm 5
401
402
403
404
400
Km12+080.43
405
406/2
406/1
Km12+175
DEVIERE
CANAL
407/1
408/1
409/1
410/1
411/1
412/1
413/1
414/1
407/2
0+350 - 0
+392Parapete
metalic-T
ip semigre
u
Drum pietruit
Drum pietruit
45
33
128.97
216.73
10 .00
B1
P
P+1E
P+1E
93.133
92.921
93.48
593.50
93.0792.8292.5392.2692.05
92.7692.8192.5792.5392.45
92.4392.53
92.47
92.45
92.3792.56
92.9392.98
92.49
92.8792.97
92.23
92.1792.61
91.52
91.81
91.96
92.01
92.93
93.57
93.33
92.81
92.73
93.19
92.88
92.67
93.02
92.50
93.01
92.43
93.37
93.10
ADN
93.1493.23
93.24
93.45
93.21
93.1693.38
93.19
93.33
93.07
93.1093.33
93.12
93.10
93.32
93.09
93.20
93.09
93.30
93.10
93.36
92.88
93.0592.7392.51
92.2492.07
92.21
92.26 92.26 92.31 92.4792.63 92.88
92.7893.34
93.59
93.35
93.2793.47
93.2692.73
92.7492.5292.6092.59
92.6592.83
92.93 92.8692.58
92.41 92.45 92.56
93.4093.21
93.1293.32
93.1292.39
92.45
92.32
92.54
93.0093.02
92.93
92.7592.45
92.21 92.17 92.2093.27
93.09
93.0993.29
92.0592.0491.95
92.45
91.21
91.25
91.32
91.98
93.0593.30
93.08
DN 69
B2
ADN
7
6
B1
STATIE AU
TOBUZ
STATIE AUTOBUZ
LUGOJ
14
15
16
70 .0 0
67 . 10
92.50
5
6
A274/2
A265/1/1/1/1
S=2.50ha
S=2.2925ha
GARD
Hcn
BC2
BC1
SNH
SNH
Acces p
osibil (p
oate fi
oriunde
pe ace
asta latu
ra)
Acces p
osibil (p
oate fi
oriunde
pe ace
asta latu
ra)
Acces p
osibil (p
oate fi
oriunde
pe ace
asta latu
ra)
Acces p
osibil (p
oate fi
oriunde
pe ace
asta latu
ra)
Acces p
osibil di
n band
a colect
oare
Banda c
olectoar
e propu
sa
PUZ apr
obat
SNH
Hcn277
Hcn275
De272
A274/1/1
A274/1/2
A274/1/3
A274/1/4
A274/1/5
A274/1/6
A274/1/7
S=7.17h
a
S=5.64h
a
S=4.10h
a
S=4.16h
a
S=1.87h
a
S=1.70h
a
S=1.75h
a
Cc282/1
A282/2
S=4.50h
a
A282/4
S=5.75h
a
A282/
5
A282/6
A282/7
A268/4
A268/1/5
S=1.81ha
De266/1
De266/3
A265/3
Hcn276
Hcn276
Hcn276
Hcn276
A282/2
A282
/3
S=7.00h
a
100.97
3.44
101.05 100.96
100.50
100.84
100.78
100.85
100.75
100.62
100.82
100.93
100.72
100.88100.72
100.59100.70
100.75
100.82
100.79
100.81
100.65
100.72
100.06
100.83
100.96
100.94
100.22
100.77
100.89
100.15
100.82
100.83
100.09
100.75
100.78
100.11
100.81
100.71
100.08
100.76
100.78100.02
100.61
100.75
99.99
100.56
100.7199.96
100.73
100.70
100.80
100.74
100.77
100.79
100.87
100.63
100.66
100.55
100.76
100.82
100.69
100.91
100.77
101.06
100.90100.95
100.92100.84
100.80
100.75
100.80
100.77
100.80
100.82
100.86
101.00
101.01
101.00
101.02
100.95
100.88100.92
100.86
101.09
101.07
101.04
101.05101.02
100.85100.87
97.80
97.79
97.99
spre Timisoar a
1
5
486800 486800
205000
204400
204600
204800
205000
204400
204600
204800
205000
204400
204600
204800
205000
486600
486400
486200
486600
486400
486200
486600
486400
486200
486600
486400
486200
486600
486400
486200
100.79
100.85
100.93
100.99
100.84
100.97
100.95100.89
100.83
100.80
100.80
100.68
100.42
100.66
100.80
100.99
100.85
100.72
100.81
100.91
101.28
101.01
101.17
100.04
100.80
101.04
101.08
101.20 101.17
100.85
101.11
99.87
100.92
101.07
101.08
101.15
2
3
4
Hcn271
zona de protectiecanal Anif 2m
zona de protectiecanal Anif 2m
2.002.00
7.001.50
1.50 12.00 2
.00
14.00
LEGENDA P.U.Z.
LIMITE
LIMITE DE PROPRIETATE
LIMITA ZONA STUDIATA
FOLOSINTA TERENURILOR
PARCELE REZULTATE
ZONA CONSTRUIBILA
ARABIL
SPATII VERZI
CANAL EXISTENT
GOSPODARIE COMUNALA
CAI DE COMUNICATIE
DRUMURI MAJORE EXISTENTE
DRUMURI DE EXPLOATARE EXISTENTE
DRUMURI PROPUSE
ZONE DE PROTECTIE
CULOAR DE PROTECTIE L.E.A. 110KV 37m, L.E.A. 220KV 55m
CULOAR DE PROTECTIE DN 50m DE LA MARGINEA ASFALTULUI
ZONA DE PROTECTIE CANAL ANIF 2M
UTILITATI
LEA EXISTENTA
regim de înălţime maxim Parter (pentru depozite şi hale) siP+2E (pentru birouri si comert),P.O.T. maxim = 55%C.U.T. maxim = 1,65H.max.cornisa=10m
Acces p
osibil (p
oate fi
oriunde
pe ace
asta latu
ra)
regim de înălţime maxim Parter (pentru depozite şi hale) siP+2E (pentru birouri si comert),P.O.T. maxim = 55%C.U.T. maxim = 1,65H.max. cornisa=10m
regim de înălţime maxim Parter (pentru depozite şi hale) siP+2E (pentru birouri si comert),P.O.T. maxim = 55%C.U.T. maxim = 1,65H.max.cornisa=10m
regim de înălţime maxim Parter (pentru depozite şi hale) siP+2E (pentru birouri si comert),P.O.T. maxim = 55%C.U.T. maxim = 1,65H.max. cornisa = 10m
regim de înălţime maxim Parter (pentru depozite şi hale) siP+2E (pentru birouri si comert),P.O.T. maxim = 55%C.U.T. maxim = 1,65H.max.cornisa=10m
1A: 13,020 m2
4A: 11,699 m2
5A: 11,769 m2
3A: 11,654 m2
2A: 12,562 m2
7.001.50
75
1.507.00
75
17.00
3.50
50
1.003.50
50
1.00 1.50
9.0020.50
1.50
33.50
1.50 1.001.00 1.50 4.504.50
14.00Hcn 27112.00
1.001.50 1.50 3.50 2.00 2.003.50
2.5%
TIMISOARA ARAD
exis
tent
Ax
DN
69
2.5%
PROFIL TRANSVERSAL TIP PTT1
2.5%
Ax
bre
tea
2.5%
Zona sig.Zona sig.
20 cm fundatie balast stabilizat cu ciment
10 cm strat de baza din anrobat bituminos tip AB2
6 cm strat de legatura din beton asfaltic deschis BAD25
stabilizata cu fibra de celuloza MASF16
30 cm strat fundatie balast
7 cm substrat izolator de nisip
4 cm strat de uzura din mixtura asfaltica
z.v.c trtr z.v. c
PROFIL TRANSVERSAL TIP PTT3
Z.sig.Z.sig.
PROFIL TRANSVERSAL TIP PTT2
ctr z.v. c z.v.
N
PTT3
PTT3
PTT2
PTT2
PTT1
PTT1
7. 00
7.007.00
30. 00
30. 00
30. 00
12.201.5 0
1.40
9.00
20.00
30. 00
5. 00
5.00
5. 004. 85
7.005.005.007.005.005.007.005.005.007.005. 005.007.005.005.007.005.005.007.005.005.007.005. 005.007.005.005.007.005.005.007.005.005.00
19.57
48.50
15.22
26.85
18.85
45. 80
112. 05
113. 24 14.0
0
14.00
113. 24
112. 05
100.00
25.00
6.006.00
5.5
05.50
1.4 0
4. 10
4.10
50
50
5. 00
5.00
7.00
12.2
0
12 .00
15.50
9.00
25.00
27. 005.00
23.50
63.00
4.504.50
4.504.50
79.50
83.56
160.01
153.63
9.00
142.37
140.00
138.80
81.57
2.00
2.00
81.56
83.56
160.00
155.01
9. 00
86.00
54.99
140.00
142.92
426.53
10. 00
10.00
10.00
9.00
1. 001.50
4.50
7. 007. 00
7. 00
12.00
10.00
9.00
9.00
9.00
9. 00
9.00
9.00
12.00
10.00
10.00
10.00
R12.00
R14.00
R14.00
R75.00
R12.00
R14.00
R14.00
R75.00
R12.00
R9.00
R9.00
R9.00
R9.00
R9.00
R12.00
R12.00
R12.00
R12.00
R9.00
R12.00R12.00
R14.00R14.00
R14.00
R14.00R12.00
R12.00
R12.00
R12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00
R 12.00R 12.00
extindere parcare
e tapa II
buc la intoarce
re autobuz e e
tapa II
Podet proiec tat
Podet proiec tat
ARAD
A2 82/4/1
De24 1/7
De24 1/7
De24 1/7
De24 1/7
De27 2
De27 2
De27 2
De27 2
A282/1/c
A282/2
S=2.2925ha
S=7.00ha
De241/6
A282/1/b
S=0.50ha
S=5.25h a
A282/1/aCEN
TRU COM
ERCIAL 2
Sup .12700
m p
S=4.50ha
A282/3
DN(69)283
acostament
S=2.2925ha
A 330 /2
S=2.2925ha
S=4.10ha
90.49
92. 62
92. 78
92.49
S=5.64ha
S=7.17haCc274/1/1
92. 62
S=13.17 ha
A274/1/7S=1.75ha
92.65
91.61
92.21
A274/1/6S=1.70ha
92.73
92. 11
92.46
S=1.87haA274/1/5
92. 9
92. 92
92.91
S=4.16haA274/1/4
92.96
92.88
92. 7
S=4.10haA274/1/3
92.59
92.28
Cc274/1/2
A268/1
91. 91
91. 89
91. 8
91. 85
92.73
92.85
92.67
92.65
92.58
92.41
92.51
92. 36
92.39
92.39
92.3
92. 24
92.29
92.03
91.94
92. 06
92.02
92.41
92. 80
92.54
92.34
90.29
90.67
90. 33
90. 45
92. 46
92. 48
92. 78
92. 58
92. 48
92. 67
92. 79
92.82
92.54
92.5
92. 61
92. 53
92. 53
92.39
92.58
92.42
92.57
92. 88
92.93
93.06
92. 91
92.83
92. 69
92.67
92. 91
92.74
91.87
91. 78
92.31
92. 61
92. 43
92. 77
92. 67
90. 392. 27
92.2
92.44
A268 /3
A26 8/4
Km11+985
Km11+985
Semi-he
av y ty pe
Metal li c g
ua rdra i l
Tip sem
ig reuPa r
apete m e
ta l i c
Km12+051
Km12+254
Km12+350
Pa rapete
meta li c
Tip semi
greu
Me ta ll i c
g ua rd ra il
Semi -he
av y type
Km12+464
Km12+488
Cale
a Aradu
lui
Tip s em
igreuPa ra
pe te me
ta li c
Semi-he
av y ty pe
Metal li c g
ua rdra i l
Tip sem
ig reuPa r
apete m e
tal i c
Km12+464
Km12+488
Bretea
colectoa
reCENTU
RA TIM
ISOARA
Bretea
colectoa
re
92.35
Hcn 269
S=0.61ha
BAZ IN
Sup=320 0
mp
92. 05
90. 4
CENTURA
RUTIERA
A MUNIC
IP IULUI TI
M ISOARA
De28 8/ 1/3
De 28 8/ 1/ 3
92. 06
91. 19
93.03
92. 25
91.1
92.36
92. 45
91.44
92.73
92. 85
92.74
91.52
91.87
91. 95
92.79
92. 03
92.79
92. 04
92.93
92.00
92.32
92.87
92. 55
92. 79
92. 61
92. 28
92.84
92.62
92. 6
92.73
92.92
92. 91
92.97
91. 15
92.44
92. 14
91.05
92.01
91. 96 92. 15
92.37
92. 25
92. 19
92. 48
93. 52
93. 56
93.16
93. 4
93.4
93. 4
93. 14 93.14
92.9692.83
92. 42 92. 50
92. 55 92. 37
91.15
90. 76
90. 86
92.46
92. 43
92. 27
92.27
92. 34
92.13
92.10
92. 54
92. 44
92. 36
92.31
92. 13
92.32
92.59
92.34
92.28
92.32
92.45
91.81
91.75
92. 25
92.35
92.32
90. 09
92. 34
92.72
92. 48
94.49
92.27
93.42
94.12
92.93
93. 38
93. 19
93. 41
92. 74
93.12
92. 92
92. 95
92.43
93. 16 92. 87
93. 08
93.07 92. 9
93.18
93. 493.12
93.15
92.91
92. 88
92. 78
93.08
92. 7492.9
92.5
92.73
93.07
92. 97
92.84
92.8
92. 87
93.11
93.14
92. 48
92.61
92.52
92. 53
92. 41
92.34
92. 43
92.61
92.48
92. 38
93.08
92.50
92.75
92.69
92. 88
92.8
93. 03
92.88
92.78
92.86
92. 98
92.72
92. 52
92.49
92. 57
92.53
92.45
92. 39
92.46
92.42
92.13
92. 65
92.76
92. 65
92. 63
92.69
92.59
92.77
92.63
92.98
93. 10
92.75
92.98
300ST
200ST
Hcn269
Hcn269
Hcn269
Hcn269
DN(6 9 )2
8 3
spr e Ti m
is oar a
486900
487000
204200
487000 487000 487000 487000 487000 487000 487000 487000 487000
204300
204400
204500
204600
204700
204800
204900
205000
205100
486900 486900 486900 486900 486900 486900 486900204200
204300
204400
204500
204600
204700
204800
205100
204200
204300
204400
204500
204600
204700
204800
204900
205000
205100
204200
204300
204400
204500
204600
204700
204800
204900
205000
205100
204300
204400
204500
204600
204700
204800
204900
205000
205100
204300
204400
204500
204600
204700
204800
204900
205000
205100
486800
486700
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
486800
486700
486600
486500
DC257
S=10ha
93. 6293. 62
A279/1
S=8 .33ha
Hcn271
Hcn279/2
Hcn278
Hcn 26 9
B R E T E A U A 1L I N K R O A D 1
B R E T E A U A 2
L I N K R O A D 2
PTT1
PTT1
PTT2
PTT2
C1/2
v=60k m
/hR=1000
m
R=1000
m
v=60km/
h
C1/1
C2 /1
v=40k m/
hR=270m
R=1000m
v=60km/
h
C2/2
S=1. 81
ha
S=2. 40h
a
S=6.32ha
Hcn275
Hcn 27 1
De272
S=85 5mp
S=2 90mp
De2 68/1/1
HCn236
HCn2 11
S=6.95ha
S=2.14h a
Se ttlem
en t tank
Bazin de
can tor
HCn 271
De2 66/1
De2 6 6/3
De266/2
A265/ 3
S=1 .65haL=
8 .00m Km
12+005
Km11+997
L=16.00
mBaz
in decan to
r
Se ttl eme
n t tank
Km12+000
Km11+984
Pode t pr
e fabri c at
L=4.00m
Precast
c u lv ert L=
4 .00m
CA NAL R
20B
CHANNE
L
CANAL CC2B
CHANNEL
L=3.00m
Pode t / C
ulvert
k m 12+4
80
km 12+4
80Pode t /
Cu lvert
L=3.00m
CANAL E
XISTE
NT
Sant pa
man t
Ea rth dit
ch
Concr et e gu tt er
Rigola pereat a
Rigola pereata
Rigola pereata
S=7.17 ha
S=5 .64ha
A2 65/2
DJ 21 7
S=7 3.67ha
A282
A274 /1
S=2 6.36ha
S=1.85 ha
S=9.17 ha
S= 5.96ha
De 20 2 /3
De279/4
De 24 1 /7
HCn23 9
A24 1/1/1/1
S=3 .58ha
S=0 .62ha
S=0.1 3h a
Ps237/2/1/ 1
S= 5.69ha
S=1.80ha
S=3.3 0ha
S=20.3 2ha
S=4.08ha
S=5.54ha
De279/1/4
S=9.50ha
S=1 .02ha
S=9.50ha
A282/1/d
PARCARE
560m p
PARCARE
560mp
PARCARE
560mp
PARCARE
560m p
HALA
DEPOZITA
RE
TIP 1
157m X 70
m
Sup.=11. 0
00mp
PARCARE
560m p
PARCARE
560mp
PARCARE
560mp
PARCARE
560mp
PARCARE
5 60mp
PARCARE
560mp
HALA
DEPOZI TA
RE
TIP 1
157m X 70
m
Sup.=11 .0
00mp
PARCARE
560mp
PARCARE
560m p
PARCARE
TIR
3100mp
POST
TRAFO
CENTRU
COMERC
IAL 1
P+1
Sup.47 50m
p
RAMPA DE INCARCARE - DESCARCARE
S=1 .62ha
S=1 .62ha
S=1 .62ha
S=1 .62ha
S=0 .86ha
S=0 .86ha
S=0 .86ha
S=0 .86ha
S=7 .19ha
S=7 .19ha
S=7 .19ha
S=7 .19ha
S=0.28haS=0.28haS=0.28haS=0.28ha
S=2. 61haS=2. 61haS=2. 61haS=2. 61ha
S=1.38ha
S=1.38ha
S=1.38ha
S=1.38ha
DN(6 9) 2 83
Hcn 2 69
Hcn271
Hcn275
Hcn 275
Hcn275
Hcn271
Hcn271
Hcn27 1
Hcn2 71
Hcn259
Hcn262
8.12
S=1.15haS=1.15haS=1.15haS=1.15ha
S=2. 30ha
S=2. 30ha
S=2. 30ha
S=2. 30ha
S=6.49ha
S=6.49ha
S=6.49ha
S=6.49ha
S=2.30ha
S=2.30ha
S=2.30ha
S=2.30ha
S=0.76h
a
S=0.76h
aS=0.76h
a
S=0.76h
a
S=1.15h
a
S=1.15h
aS=1.15h
a
S=1.15h
a
S=1.62h
a
S=1.62h
aS=1.62h
a
S=1.62h
a
S=1.30h
a
S=1.30h
aS=1.30h
a
S=1.30h
a
S=0 .2 0 h aS=0 .2 0 h aS=0 .2 0 h aS=0 .2 0 h a
Hcn2 71
Hcn2 71
Hcn2 71
Hcn2 71
Hcn276
Hcn276
Hcn276Hcn276
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
90 .45
DC257
A268/2
A268/1/5
90 .95
90.97
90 .68
90 .96
90.94
90.68
90 .83
90 .85
90 .89
90 .91
90 .53
90 .43
90 .71
90 .56
90.96
90 .51
90 .46 90.22
90 .1090 .1
9
89.67
90 .27
89 .94 90
.69
90.20
90 .70
90.66
90 .82
91 .12
91 .11
90 .35
90.59
90 .38
90.40
91 .34
91 .21
91.10
91 .24
91 .28
91 .18
90 .45
90.96
90 .18
90 .91
90 .72
90 .60
90 .56
90.32
112.58
151.02
140 .1990 .38
90 .44
90 .22
90 .26
90 .29
90 .65
90.67
90.75
90 .86
90.99
90.98
91 .04
90 .24
90 .29
90 .52
90 .83
90 .42
90 .60
COVA
CI
486000
204600
90 .52
11
2
3
4
5
192.93
8
9
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RAMPA DE INCARCARE - DESCARCARE
RESTAUR
ANT
Sup.1050 m
p
HALA
DEPOZ ITA
RE
TI P 1
157m X 70
m
Sup.=11.0
00mp
HALA
DEPOZITAR
E
TIP 1
157m X 7 0
m
Su p.=11.0
00 mp
HALA
DEPOZ ITA
RE
TIP 1
157m X 70
m
Sup.=11.0
00mp
HALA
DEPOZ ITA
RE
TI P 1
157m X 70
m
Sup.=11.0
00mp
BENZINAR
IE
Sup.250 0m
p
PARCARE
10.000mp
SPATIU
COMERC
IAL
P+ 1
Sup.20000
mp
PARCARE
21.000m p
PARTER S
HOW RO
OM
BIROURI
P+7
Sup . 7000
0 mp
SHOW RO
OM
P+2
Sup 13 .35
0mp
BIROURI
P+7
Sup .15.00
0
BIROURI
P+7
Sup.1450 0
mp
DN 69
De 28 8 /1
/3De 28 8 /1
/3
DN 6 9
93.28
93.11
92. 8793.18
92.55
93.1092.7392. 47
93.32
93.16
93. 13
93.42
93.61
93.53
93.24
93. 24
93. 13
93. 40
92.62
93. 34
93.23
92.81
93.18
93. 0193. 01
92.77
93.17
92.97
93. 17
92.80
93.20
93.00
92.95
93. 2692. 90
93. 06
93.30
93.09
93.34
92. 99
93.34
93.16
93.4093.40
93. 16
93. 49
92.85
93. 55
93.24
93.59
93.18
93.6293. 40
93. 6493.12
93. 6193.40
93. 57
93. 23
93.52
93.28
93. 4793.06
93.4593. 17
93.4993.08
93. 26
93.23
93. 55
93. 34
93.57
93.58
93.60
93. 32
93.10
93. 17
93.1893. 05 93. 38
93. 46
92.90
93.23
93.0193.01
93.33
93.6493.64
93.22
93. 37
92.89
93.39
92. 93
93. 35
92.86
93.30
93.08
93. 28
93.35
92.98
93. 27
93. 32
93.04
93.34
93.17
93.39
93.28
93.44
93. 22
93.45
93. 75
93.37
93. 01
93.29
93. 16
93. 19
93.02
93.15
92. 94
93. 12
92. 78
93. 07
92. 89
93. 04
92.82
93. 01
92.7392.43
93.02
92. 32
92.29
92. 31
92.08
92.30
92.32
92.31
92. 30
92.07 92. 35
92. 01
92.20
92.04
92.27
92.02
92. 19
92.12
92.32
92.00
92.19
92. 17
92. 08
92. 32
92.18
92.49
92. 25
92.74
92.33
92.81
92. 52
92. 60
92. 92
92.88
92.98
92.85
92.90
93.69
92.83
92.74
92.82
92. 74
92. 8792.7892. 5092.66
92.72
92. 76
92.78
92.66
92. 80
92.78
92. 73
92.74
92.82
92.69 92. 87
92.8592.7192. 64
92. 59
92.75
92. 79
92.53
92. 55
92.48
92.35
92. 63
92.44
92. 79
92.38
92. 41
92. 41
92. 65
92.6192. 39
92. 35
92. 40 92.39
92. 6192. 6192.41
92.31
92.32
92. 63
92. 49
92.49
92. 43
92.60
92. 62
92. 4292.29
92.35
92.4392. 39
92.21
92. 3492.37
92.66
92.80
92.80
92. 93
92. 97
92.76
92. 61
92.51
92. 74
92.83
92. 75
92. 69
92. 78
92.74 92. 73
92.75
92.70
92. 66
92. 63
92.67
92.72
93. 11
92.71
93.12
92.81
93.05
92. 74
92.78
94. 08
93.48
94. 26
93.17
93.34
93.09
93.27
92.9893.09
92. 89
92. 92
92. 66
92. 81
92. 5192.53
92.71
92.68
92.63
92. 76
93. 06
93.18
93.06
93.27
93.06 93. 30
93.35
93. 15
93.72
93.26
94. 09
93.46
93.6993.39
93.2593. 04
93. 11
93.24
92.8292. 47
92.6592.56
92. 35
92.54
92.9192.37
92. 40
92. 77
93.07
92.55 92.85
92. 4893. 48
93. 55
93. 63
93.63
93. 73
93.7793.87
93.27
93. 5993.38 93. 38
93. 66
93. 48
93.51
93.50
93.48
93.47
93. 31
93.70 93. 65
93. 25
93.07 93. 16
93. 25
92.86
93.00
93. 36
93.42 93. 11
93.24
93.53
92. 76
93. 6593. 32
93.38
93. 78
93.33
93.79 93.65
93. 77
93. 76
93. 80
93.87
93. 84
93. 94
94.23
94. 32 93. 99
94.49
94.45
93.64
94. 34
93. 61
94. 41
93. 80
94.42
93. 5394.27
93. 6994.20
93.4193. 23
93. 53
93.45
93. 17
93.40
93. 3193. 27
93.21
93.24
93.17
94. 26
94.13
94.03
93. 96
93. 85
93.74
93. 63
93. 54
93.44
93.34
93.32
93. 30
93. 28
93. 26
93.26
93. 26
93.15
93. 35
93. 31
93.26
93. 44
93.31
93.33
93. 16
92.47
92.54 92. 44
92.47
93. 64
93.4293.58
93.29
93. 53
93.34
93.44
93. 72
93. 40
93. 20
93. 43
93.26
93. 42
93. 13
93.52
93.29
93. 51
93. 15
93.67
93.41
93. 29
93. 52
93.85
93.62
93. 41
93.19
93.19
92. 83
93. 14
92.58
92.99
92. 43
93. 01
92. 38
92. 8792. 87
92. 17
92. 82
92. 68
92.09
92.52
92. 07
92. 28
92. 07
92.33
92. 1092. 38
92. 24
92. 62
92. 39
92.61
92. 51
92. 73
92.64
92.80
92. 89
92.60
92.92
92.47
92.96
92.36
92.82
92.79
92. 63
92.60
92.72
92.50
92. 7592. 83
92. 75
94. 11
93.34
92. 20
93.25
93.1293. 05
92.48
92. 63
92. 79
92. 42
I150
I140
I120
Cami n cablu opti c
92.48
93. 0593.12
93.25
92. 20
93.34
94. 11
92. 75
92. 8392. 75
92.50
92.72
92.60
92. 63
92.79
92.82
92.36
92.96
92.47
92.92
92.60
92. 89
92.80
92.64
92. 73
92. 51
92.61
92. 39
92. 62
92. 24
92. 3892. 10
92.33
92. 07
92. 28
92. 07
92.52
92.09
92. 68
92. 82
92. 17
92. 8792. 87
92. 38
93. 01
92. 43
92.99
92.58
93. 14
92. 83
93.19
93.19
93. 41
93.62
93.85
93. 52
93. 29
93.41
93.67
93. 15
93. 51
93.29
93.52
93. 13
93. 42
93.26
93. 43
93. 20
93. 40
93. 72
93.44
93.34
93. 53
93.29
93.5893.42
93. 64
92.47
92. 4492.54
92.47
93. 16
93.33
93.31
93. 44
93.26
93. 31
93. 35
93.15
93. 26
93.26
93. 26
93. 28
93. 30
93.32
93.34
93.44
93. 54
93. 63
93.74
93. 85
93. 96
94.03
94.13
94. 26
93.17
93.24
93.21
93. 27 93. 31
93.40
93. 17
93.45
93. 53
93. 23 93.41
94.20 93. 69
94.27 93. 53
94.42
93. 80
94. 41
93. 61
94. 34
93.64
94.45
94.49
93. 9994. 32
94.23
93. 94
93. 84
93.87
93. 80
93. 76
93. 77
93.6593.79
93.33
93. 78
93.38
93.3293. 65
92. 76
93.53
93.24
93. 1193.42
93. 36
93.00
92.86
93. 25
93. 1693.07
93. 25
93. 6593.70
93. 31
93.47
93.48
93.50
93.51
93. 48
93. 66
93. 3893.38 93. 59
93.27
93.87 93.77
93. 73
93.63
93. 63
93. 55
93. 4892. 48
92.8592.55
93.07
92. 77
92. 40
92.37 92.91
92.54
92. 35
92.5692.65
92. 47 92.82
93.24
93. 11
93. 04 93.25
93.39 93.69
93.46
94. 09
93.26
93.72
93. 15
93.35
93. 3093.06
93.27
93.06
93.18
93. 06
92.76
92.63
92.68
92.7192.53 92. 51
92. 8192. 66
92. 92
92. 89
93.09 92.98
93.27
93.09
93.34
93.17
94. 26
93.48
92.78
92. 74
93.05
92.81
93.12
92.71
93. 11
92.72
92.67
92. 63
92. 66
92.70
92.75
92. 7392.74
92. 78
92. 69
92. 75
92.83
92. 74
92.51
92. 61
92.76
92. 97
92. 93
92.80
92.80
92.66
92.37 92. 34
92.21
92. 3992.43
92.35
92.29 92. 42
92. 62
92.60
92. 43
92.49
92. 49
92. 63
92.32
92.31
92.41 92. 6192. 61
92.3992. 40
92. 35
92. 39 92.61
92. 65
92. 41
92. 41
92.38
92. 79
92.44
92. 63
92.35
92.48
92. 55
92.53
92. 79
92.75
92. 59
92. 6492.71 92.85
92. 8792.69
92.82
92.74
92. 73
92.78
92. 80
92.66
92.78
92. 76
92.72
92.6692. 50
92.78 92. 87
92. 74
92.82
92.74
92.83
93.69
92.90
92.85
92.98
92.88
92. 92
92. 60
92. 52
92.81
92.33
92.74
92. 25
92.49
92.18
92. 32
92. 08
92. 17
92.19
92.00
92.32
92.12
92. 19
92.02
92.27
92.04
92.20
92. 01
92. 3592.07
92. 30
92.31
92.32
92.30
92.08
92. 31
92.29
92. 32
93.02
92.4392.73
93. 01
92.82
93. 04
92. 89
93. 07
92. 78
93. 12
92. 94
93.15
93.02
93. 19
93. 16
93.29
93. 01
93.37
93. 75
93.45
93. 22
93.44
93.28
93.39
93.17
93.34
93.04
93. 32
93. 27
92.98
93.35
93. 28
93.08
93.30
92.86
93. 35
92. 93
93.39
92.89
93. 37
93.22
93.64
93. 33
93.01
93. 23
92. 90
93. 46
93. 3893. 05 93.18
93. 17
93.10
93. 32
93.60
93.58
93.57
93. 34
93. 55
93.23
93. 26
93.0893.49
93. 17 93.45
93.06 93. 47
93.28
93.52
93. 23
93. 57
93.40 93. 61
93.12 93. 64
93. 40 93.62
93.18
93.59
93.24
93. 55
92.85
93. 49
93. 16
93.4093.40
93.16
93.34
92. 99
93.34
93.09
93.30
93. 06
92. 90 93. 26
92.95
93.00
93.20
92.80
93. 17
92.97
93.17
92.77
93. 0193. 01
93.18
92.81
93.23
92.62
93. 40
93. 13
93. 24
93.24
93.53
93.61
93.42
93. 13
93.16
93.32
92. 47 92.7393.10
92.5593.1892. 87
93.11
93.28
94. 14
I410
93. 86
A241 /1 /1 / 1
A24 1 /1 /1 /2
s pr e Ara d
100
92.75
92.81
92. 62
92. 45
92. 35
92. 29
92. 28
92.20
92.16
92. 5092.42
92.26
92. 39
92.16
92. 49
92.38
92.43
92.44
92. 54
92. 51
92. 70
92. 55
92.66
92. 71
92.78
92. 64
92.91
92. 70
92.74 93.29
92. 88
93. 08
93.11
93.07
93. 28
93. 03
92.71
93.28
93. 14
92. 80
92. 98
92. 96
93.13
93. 29
93. 19
93. 3493.03
93.07
93.05
93. 14
93. 23
93.32
94. 09
92.87
92.33
92.35
92.60
92.11
92. 88
92.63I110
3
2
1
6
5
4
9
3
2
8
4
5
6
7
92.60
92. 70
92.77
92. 86
92.64
92. 75
92. 45
92. 85 93.03 92.81
92.53
92. 84
92. 8093.03
92.71 92. 50
92. 83
93.05
92. 84
92.57
92. 50
92.84 93.13
93.03
92.82
92. 8592. 61
92. 63
92.65
92. 82
93. 01
92. 4992.77
92. 74
92.61
92.9092. 70
92.19
92.53
92.65 92. 7192.65
92. 6592.81
92. 1892. 43
92. 62
92.6892. 82
92. 2892.62
92.65
92.61
92.61
92.81
92.14
92.62
92. 41
92.57
92.44
92. 53
92.37
91.91
92. 15
91.59
91.51
91.71
92.02
91.75
91.50
91.71
91.59
91.7891.78
91.83
91.94
92. 71
91.63
91. 9191.81
92. 0191.94
92. 11
91.95
92.0792. 04
92.1892.05
92. 2292.22
92.4192.05
92. 3292.10
92. 21
92. 07
92.03
92.06 92.34
92.18
92.29
92.04
92. 11
92.1892. 0091. 84
91.85
91. 8491. 84
91. 76
91.87
92.08
91.92
91.97
92.13
91. 87
92.03
91.91
91.92
91. 73
91.89
91. 73
91.800083
91.75 91. 90
91.80
92. 00
92. 11
92.11
92.0392. 00
92. 07
92. 05
92.25
92.14
91.97
91.91
91. 80
91.55
91. 58
91.56
91.59
91. 53
92. 64
92.80
92. 61
I160
92.31
92. 61
92.23
92.77
92. 65
92.97
92.43
92.61
92.66
92. 81
92. 66
92. 82
92. 56
92. 54
92.74 92. 92
92.86
92. 65
92.84
92.47
93. 04
92. 9992.84
92.75
93. 06
92. 8792.71
92. 75
3
2
5
Hm 1
Hm 7
km7km7km7km7
Hm 9
Hm 8
Hm 6
Hm 5
4 01
402
403
404
400
Km12+080.43
4 05
406/2
4 06/1
Km12+175
X=48615
0.87
Y=20450
5.30
X=48614
2 .80
Y=20452
9 .92
CH ANNE
L RELOC
ATIO N
DEVIER
E CANA
L
D EVIER
E CAN A
L
CHANNE
L RELOC
ATIO N
DEVIER
E CANAL
X=4860
68 .71
Y=2044
47 .25
4 07/1
408/1
409/1
410 /1
411 /1
412 /1
413/1
4 14/1
4 15/1
4 07/2
4 08/2
4 09/2
410/2
4 11/2
4 12/2
4 13/2
4 14/2
4 15/2
416/2
416 /1
Centru g
i ra tie
0+350 -
0+392
Parapete
me ta li c -
Tip sem ig
reu
pan ou pu bli
ci ta r
HM4
HM3
H M2
Dr u m pi et r uit
acostament
acostament
H M2
HM3
HM4
pan ou pu bli
ci ta r
23
64
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
20
75
45
33
11
6
11
ZONA APROVIZIONARE
CORP 3
CORP 3
CORP 3
CORP 3
12119
. 66 m12119
. 66 m12119
. 66 m12119
. 66 m2222
20
CORP 2
CORP 2
CORP 2
CORP 2
10619.51 m
10619.51 m
10619.51 m
10619.51 m2222
128. 97
21 6.73
10 .00
94. 32
R25.00
94. 32
12600.000
B193. 133
92.9 21
93. 48
593.50
92.95
93. 07
92.7692.81
92. 47
92. 61
91. 52
91. 81
93. 32
93. 56
93.3093.04
92. 93
93. 57
93. 33
92. 81
92.73
93. 19
92.88
92.67
93. 02
92.50
93.01
92. 43
93.37
93.10
ADN
93. 1493.23
93. 24
93. 45
93. 21
93.16
93. 3893.19
93.33
93. 07
93. 1093. 33
93.12
93.10
93.32
93. 09
93.20
93. 09
93.30
93. 10
93.2693.50
93. 20
93.11
93. 40
93.19
93. 0793.26
93. 01
92.92
93. 17
92.98
92. 97
93.1492. 94
92.97
93.16
92. 99
93. 0393.23
93. 00
93.0593.26
93. 06
93.01 93.2493. 01
93. 09 93.02
93.31
93.36
92. 88
93. 05
92.8892.78 93.34
93. 5993.35
93.2793.4793. 26
92.7392.74
92. 56
93. 4093.21
93. 1293. 3293.1292.39
92.20 93.27
93. 09
93. 0993.29
92.05
91. 98
93. 05 93. 3093.08
DN 69
DN 69 (2
83)
B2
AD N
7
6
B1
STATIE A
UTOBUZ
LUGOJ
12+500
A
A
20.00
R12.00
6
7
8
10
11
12
13
14
15
16
9
N
R12. 0 0
92.00
91 .9591.95
92.45
92 .80
92.85
92.50
1
2
3
4
5
6
A274/2
A260/1/2/1
F261/1/1/1
S=0.84ha
A265/1/1/1/1
S=2.50ha
S=2.2925ha
BC 2
BC1
SN H
SNH
Ac ces po
sibi l (po ate
f i oriun d
e p e acea
sta latur a)
Ac ces po
sibi l (po ate
f i oriun d
e p e acea
sta latur a)
Ac ces po
sibi l (po ate
f i oriun d
e p e acea
sta latur a)
Ac ces po
sibi l (po ate
f i oriun d
e p e acea
sta latur a)
Acces pos
i bil (poat e
fi o riu nd
e pe aceas
ta latura)
Acces pos
i bil (poat e
fi o riu nd
e pe aceas
ta latura)
Acces pos
i bil (poat e
fi o riu nd
e pe aceas
ta latura)
Acces pos
i bil (poat e
fi o riu nd
e pe aceas
ta latura)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces p o
sib il (poate
fi oriu nd
e pe ace a
sta l atur a)
Acces pos
i bil din b a
nda colec
toar e
Acces pos
i bil din b a
nda colec
toar e
Acces pos
i bil din b a
nda colec
toar e
Acces pos
i bil din b a
nda colec
toar e
Banda c
ol ectoar
e propus
a
Banda c
ol ectoar
e propus
a
Banda c
ol ectoar
e propus
a
Banda c
ol ectoar
e propus
a
PUZ apro
bat
PUZ apro
bat
PUZ apro
bat
PUZ apro
bat
SNH
DN(69)283
Hcn27
8
Hcn27
7
Hcn27
5
De272
A274/1/1
A274/1/2
A274/1/3
A274/1/4
A274/1/5
A274/1/6
A274/1/7
S=7.17h
a
S=5.64h
a
S=4.10h
a
S=4.16h
a
S=1.87h
a
S=1.70h
a
S=1.75h
a
Cc282
/1
A282/2
S=4.50h
a
A282/4
S=5.75h
a
A282/5
A282/6
A282/7
A282/8
A282/9
A282/10
A282/11
A282/12
A282/13
S=9.50h
a
A282/14
A268/4
A268/ 1/5
De268/1/1
A268/ 1/4
A268/1/3
S=1. 81
ha
S=2. 40
ha
S=6.32ha
De282/15
De266 /1
De266 /3
A265/3
De281
Hcn27
6Hcn
276
Hcn27
6Hcn
276
A282/2
A282
/3
S=7.00h
a
DN(69)283
100.97
3.44
101.05 100.96
100.50
100.84
100.78
100.85
100.75
100.62
100.82
100.93
100.72
100.88100.72
100.59100.70
100.75
100.82
100.79
100.81
100.65
100.72
100.06
100.83
100.96
100.94
100.22
100.77
100.89
100.15
100.82
100.83
100.09
100.75
100.78
100.11
100.81
100.71
100.08
100.76
100.78100.02
100.61
100.7599.99
100.56
100.7199.96
100.73
100.70
100.80
100.74
100.77
100.79
100.87
100.63
100.66
100.55
100.76
100.82
100.69
100.91
100.77
101.06
100.90100.95
100.92100.84
100.80100.75
100.80
100.77
100.80
100.82
100.86
101.00
101.01
101.00
101.02
100.95
100.88100.92
100.86
101.09
101.07
101.04
101.05101.02
100.85100.87
97.80
97.79
97.99
spr e Ar ad
spr e Ti misoa
ra
1
5
Hcn2
69
486800
204200
SOSEA INE
L CEN
TURA
486800
205000
204400
204600
204800
205000
204400
204600
204800
205000
204400
204600
204800
205000
204400
204600
204800
205000
204400
204600
204800
204200
487200
204200
205000
204400
204600
204800
204200
487400
204200
205000
204400
204600
204800
204200
487600
204200
205000
487200
487400
487600
487200
487400
487600
487200
487400
487600
487200
487400
487600
487200
487400
487600
486600
486400
486200
486000
486600
486400
486200
486000
486600
486400
486200
486000
486600
486400
486200
486000
spre COVACI
Hcn271
De241/7
Hcn271
100.79
100.85
100.93
100.99
100.84
100.97
100.95100.89
100.83
100.80
100.80
100.68
100.42
100.48
100.66
100.80
100.99
100.85
100.72
100.81
100.91
101.28
101.01
101.17
100.04
100.80
101.04
101.08
101.20 101.17
100.85
101.11
99.87
100.92
101.07
101.08
101.15
2
3
4
Hcn271
LEA
zona de p ro tectiezona de p ro tectiezona de p ro tectiezona de p ro tectiecana l An if 2mcana l An if 2mcana l An if 2mcana l An if 2m
zona de p rot ectiezona de p rot ectiezona de p rot ectiezona de p rot ectiecanal An if 2mcanal An if 2mcanal An if 2mcanal An if 2m
2.0 02.0 0
7.0 01.50
1.5 0 12 .00 2.
00
14.00
LEGENDA P.U.Z.LEGENDA P.U.Z.LEGENDA P.U.Z.LEGENDA P.U.Z.
LI MITELI MITELI MITELI MITE
LIM ITE DE PROPRIETATE
LIM ITA ZONA STUDIATA
FOLOSI NTA TERENURILORFOLOSI NTA TERENURILORFOLOSI NTA TERENURILORFOLOSI NTA TERENURILOR
PARCELE REZULTATE
ZONA CONSTRUIBILA
ARABIL
SPAT II VERZI
CANAL EXISTENT
GOSPODARIE COMUNALA
CAI DE COMUNICAT IECAI DE COMUNICAT IECAI DE COMUNICAT IECAI DE COMUNICAT IE
DRUMURI MAJORE EXISTENTE
DRUMURI DE EXPLOATARE EXISTENTE
DRUMURI PROPUSE
ZONE DE PROTECTIEZONE DE PROTECTIEZONE DE PROTECTIEZONE DE PROTECTIE
CULOAR DE PROTECTIE L.E.A. 110KV 37m, L.E.A. 220KV 5 5m
CULOAR DE PROTECTIE DN 50m DE LA MARGINEA ASFALTULUI
ZONA DE PROTECTIE CANAL ANIF 2M
UTIL ITAT IUTIL ITAT IUTIL ITAT IUTIL ITAT I
LEA EXI STENTA
regim de în ălţim e maxim Par ter (p entr u d epo zite şi hale) siregim de în ălţim e maxim Par ter (p entr u d epo zite şi hale) siregim de în ălţim e maxim Par ter (p entr u d epo zite şi hale) siregim de în ălţim e maxim Par ter (p entr u d epo zite şi hale) siP+2E (pe ntr u b iro ur i si comer t),P+2E (pe ntr u b iro ur i si comer t),P+2E (pe ntr u b iro ur i si comer t),P+2E (pe ntr u b iro ur i si comer t),P.O.T. maxim = 55%P.O.T. maxim = 55%P.O.T. maxim = 55%P.O.T. maxim = 55%C.U.T. ma xim = 1,65C.U.T. ma xim = 1,65C.U.T. ma xim = 1,65C.U.T. ma xim = 1,65
Acces po
sibil (po ate
f i oriund
e pe aceas
t a latura )
Acces po
sibil (po ate
f i oriund
e pe aceas
t a latura )
Acces po
sibil (po ate
f i oriund
e pe aceas
t a latura )
Acces po
sibil (po ate
f i oriund
e pe aceas
t a latura )
regim de înălţ ime maxim Pa rter (p ent ru depo zite ş i hale ) siregim de înălţ ime maxim Pa rter (p ent ru depo zite ş i hale ) siregim de înălţ ime maxim Pa rter (p ent ru depo zite ş i hale ) siregim de înălţ ime maxim Pa rter (p ent ru depo zite ş i hale ) siP+2E (p ent ru bir our i si comer t) ,P+2E (p ent ru bir our i si comer t) ,P+2E (p ent ru bir our i si comer t) ,P+2E (p ent ru bir our i si comer t) ,P. O.T. max im = 55%P. O.T. max im = 55%P. O.T. max im = 55%P. O.T. max im = 55%C.U.T. maxim = 1,65C.U.T. maxim = 1,65C.U.T. maxim = 1,65C.U.T. maxim = 1,65
regi m d e înălţ ime maxim Pa rte r (p ent ru dep ozite şi hale ) siregi m d e înălţ ime maxim Pa rte r (p ent ru dep ozite şi hale ) siregi m d e înălţ ime maxim Pa rte r (p ent ru dep ozite şi hale ) siregi m d e înălţ ime maxim Pa rte r (p ent ru dep ozite şi hale ) siP+2E (p ent ru bir our i si c ome rt) ,P+2E (p ent ru bir our i si c ome rt) ,P+2E (p ent ru bir our i si c ome rt) ,P+2E (p ent ru bir our i si c ome rt) ,P.O.T. max im = 55%P.O.T. max im = 55%P.O.T. max im = 55%P.O.T. max im = 55%C.U.T. maxim = 1,65C.U.T. maxim = 1,65C.U.T. maxim = 1,65C.U.T. maxim = 1,65
reg im d e înăl ţime maxim Part er ( pen tru dep ozite şi ha le) sireg im d e înăl ţime maxim Part er ( pen tru dep ozite şi ha le) sireg im d e înăl ţime maxim Part er ( pen tru dep ozite şi ha le) sireg im d e înăl ţime maxim Part er ( pen tru dep ozite şi ha le) siP+2 E ( pent ru bir ou ri si come rt) ,P+2 E ( pent ru bir ou ri si come rt) ,P+2 E ( pent ru bir ou ri si come rt) ,P+2 E ( pent ru bir ou ri si come rt) ,P.O.T. ma xim = 55%P.O.T. ma xim = 55%P.O.T. ma xim = 55%P.O.T. ma xim = 55%C.U.T. maxim = 1,6 5C.U.T. maxim = 1,6 5C.U.T. maxim = 1,6 5C.U.T. maxim = 1,6 5
regim de î nălţi me maxim Par ter (p entr u d epo zite şi hale) siregim de î nălţi me maxim Par ter (p entr u d epo zite şi hale) siregim de î nălţi me maxim Par ter (p entr u d epo zite şi hale) siregim de î nălţi me maxim Par ter (p entr u d epo zite şi hale) siP+2E (p entr u b iro ur i si comer t),P+2E (p entr u b iro ur i si comer t),P+2E (p entr u b iro ur i si comer t),P+2E (p entr u b iro ur i si comer t),P.O.T. maxim = 55%P.O.T. maxim = 55%P.O.T. maxim = 55%P.O.T. maxim = 55%C.U.T. ma xim = 1,65C.U.T. ma xim = 1,65C.U.T. ma xim = 1,65C.U.T. ma xim = 1,65
1111A: 13,020 m2
4444A: 11,699 m2
5555A: 11,769 m2
3333A: 11,654 m2
2222A: 12,562 m2
arh. Catalina BOCAN
arh. Catalina BOCAN
arh. Catalina BOCANREGLEMENTARI URBANISTICE 02
1:1000
Bilant teritorial Existent Propus %Suprafata studiata 70.000,00mp 70.000,00mp 100,00%
Zonă construibila spatii comerciale, constructii industriale, depozite 38.500,00mp 55,00%Spaţii verzi (compacte si pe parcele) 17.500,00mp 25,00%Alei carosabile, platforme si parcaje (inclusiv banda colectoare) 14.000,00mp 20,00% _______Total 70.000,00mp 100,00%
Plan Urbanistic ZonalCONSTRUCŢII PENTRU SPAŢII COMERCIALE, DEPOZITARE SI SERVICII
Calea Aradului DN59 km7beneficiar: S.C. HADASIM S.R.L., Timisoara, b-dul 16 dec. 1989, CUI 16756915
C.F. 409336 Timisoara, nr. cad. A282/3 70.000m
REGLEMENTARI URBANISTICE SC.1:1000
PROFILE STRADALE SC.1:200
STUDIU CVARTAL SC.1:5000
ZONA P.U.Z.
ZONA DE STUDIU