Post on 07-Feb-2020
D
J
1
0
1
D
D
J
1
0
1
D
D
J
1
0
1
D
D
e
6
0
8
/
5
3
D
R
U
M
IS-ct
SP 2
L
A
-
A
B
-
B
C
-
C
POT = 50%
CUT = 1,5
P+2
L
POT = 30%
CUT = 0,7
P+1+M
POT = 30%
CUT = 0,7
P+1+M
POT = 25%
CUT = 0,25
P
POT = 10%
CUT = 0,1
P
1
-
1
POT = 35%
CUT = 0,9
P+1+M
L 1
POT = 35%
CUT = 0,9
P+1+M
L 1
ISps
POT = 50%
CUT = 1,5
P+2
L/IS
POT = 35%
CUT = 0,9
Ccr
Ccr
Ccr
Ccr
SP 1
89.10
88.88
89.09
88.82
88.78
88.66
88.72
88.75
88.76
88.46
88.85
88.43
88.61
88.60
88.62
88.60
88.41
88.52
88.45
88.23
88.39
88.25
88.45
88.40
88.50
88.19
88.40
88.43
88.25
88.40
88.46
88.63
88.30
88.30
88.38
88.44
88.27
88.29
88.32
88.32
88.18
88.04
88.15
88.36
88.20
88.16
87.83
88.40
88.34
88.41
88.42
87.78
88.04
87.98
88.02
87.93
87.98
88.01
87.85
87.60
87.62
87.45
87.49
87.59
87.46
87.46
87.50
87.47
87.57
87.64
87.57
87.81
87.63
87.73
87.74
89.09
89.37
89.13
89.08
88.82
89.15
89.19
89.16
89.08
89.10
88.9988.96
88.90
88.86
88.99
88.86
88.85
88.76
88.82
88.90
88.94
88.92
89.00
88.90
88.80
88.41
89.21
88.91
88.59
88.84
88.78
88.59
88.73
88.83
88.84
88.90
88.84
88.80
88.70
88.81
88.63
88.28
88.71
88.70
88.65
88.56
88.77
88.81
88.92
88.78
88.76
88.74
88.50
88.78
88.71
88.83
88.70
88.59
88.21
88.80
88.51
88.66
88.61
88.70
88.66
88.64
88.45
88.48
88.33
88.50
88.58
88.48
88.47
88.48
88.11
88.47
88.37
88.93
88.50
88.44
88.57
88.29
88.40
88.47
88.45
88.14
88.49
88.52
88.59
88.50
88.5488.22
88.29
88.37
88.60
88.53
88.58
88.43
88.31
88.40
88.14
88.40
88.47
88.39
88.34
88.29
87.98
88.33
88.21
88.34
88.40
88.39
88.43
88.42
88.36
88.41
88.45
88.29
88.04
88.12
88.15
88.17
87.90
88.30
88.26
88.27
88.18
88.22
88.08
87.97
88.18
87.99
88.11
87.65
88.15
88.22
88.16
88.09
88.04
88.18
87.99
87.77
87.76
87.76
87.96
87.89
88.00
87.61
87.97
87.98
87.80
87.76
87.67
87.74
87.70
87.71
87.98
87.72
87.89
87.56
87.60
87.50
87.58
87.42
87.12
87.13
87.47
86.96
89.16
89.02
89.17
89.25
89.09
89.16
88.98
88.89
89.04
89.02
88.98
88.99
88.91
88.88
88.88
88.86
88.88
88.96
88.92
88.96
89.02
88.70
88.72
88.76
88.73
88.76
88.77
88.79
88.41
88.79
88.69
88.83
88.79
88.93
88.73
88.66
88.64
88.54
88.60
88.42
88.61
88.61
88.57
88.55
88.40
88.87
88.61
88.70
88.33
88.60
88.53
88.49
88.51
88.52
88.74
88.72
88.25
88.11
88.24
88.14
88.33
88.43
88.32
88.48
88.23
88.32
88.40
88.42
88.42
88.54
88.36
88.38
88.13
88.14
88.21
88.02
88.14
88.21
88.34
88.06
88.12
88.30
88.33
88.11
88.23
88.20
88.15
88.14
88.26
88.13
88.17
88.15
88.12
88.10
88.11
87.93
88.12
88.20
88.13
88.04
88.04
87.93
88.00
87.93
87.90
87.91
87.83
87.96
87.96
87.67
88.02
87.73 87.92
87.96
87.76
87.48
87.46
87.51
89.16
89.14
88.42.
88.65
87.75
87.78
87.76
87.74
87.76
87.76
87.70
87.68
1
2
345
6
7
8
68
69
70
7116
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
3940
41
42
43
44
454647
48
4950
51
52
53
54
55
56
57
72
74
77
78
11
12
13
14
78
9
10
CC 76
CC 74
CC 72
CC 70
CC 68
CC 67
CC 66
CC 65
CC 61
CC 62
CC 63
CC 64
CC 60/7
CC 60/6
CC 605
CC 604CC 603
CC 602
CC 601
CC 59
CC 57
CC 55
CC 54
CC 52
CC 49
CC 47
CC 30
CC 43
CC 44
SP 2
POT = 25%
CUT = 0,25
P
TE
POT = 50%
CUT = 1,00
P+1
S
1
0
S
1
0
P+1+M
1
2
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
5
,
9
2
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
1
6
,
0
0
37,72
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
POT = 10%
CUT = 0,1
P
SP 1
67
nr.cad. 22740
nr.cad. 22741
nr.cad. 22742
L
E
A
2
0
k
V
UTR 14
UTR 14
UTR 14
UTR 25
De
4
36
50
2
-
2
1
-
1
A
-
A
A
-
A
TA
TA
R
1
2
,
0
0
R
1
9
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0
R
9
,
0
0
R
9
,
0
0
R
9
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0
R
6
,
0
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6
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9
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4
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8
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1
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3
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2
1
5
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2
1
2
,
0
0
3
,
0
0
5
,
0
0
5
,
0
0
5
,
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0
5
,
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0
5
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0
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2
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3
0
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0
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S4
S4
TC
lim
iita
ca
da
stra
la
d
ru
m
alin
ia
me
nt p
ro
pu
s
ax d
ru
m
rigola de acostam
ent
trotuar
lim
iita
ca
da
stra
la
d
ru
m
existent -pietruire
propus
existent
rigola de acostam
ent
trotuar
sp verde
sp verde
sp verde
re
gim
a
lin
ie
re
cla
diri
re
gim
a
lin
ie
re
cla
diri
aco
st
lim
ita cadastrala stud
iata
sant
existent -asfalt
propus
existent
trotuar
aco
st
ax d
rum
exist/pro
pussant
trotuar
spatiu verde
lim
ite p
roprietati existente
alinia
ment p
ropus
spatiu verde
spatiu verde
spatiu verde
acost
sant
propus
trotuar
acost
ax d
ru
m exist/propus
sant
trotuar
alin
iam
en
t prop
us
spatiu verde
banda stocaj
spatiu verde
alin
iam
ent propus
alinia
me
nt p
ro
pus
re
gim
alin
iere
cladiri
regim
alinie
re
clad
iri
regim
a
liniere cladiri
regim
alin
iere
cla
diri
alin
ia
me
nt p
ro
pu
s
ax d
ru
m
rigola de acostam
ent
trotuar
rigola de acostam
ent
trotuar
sp verde
alin
ia
me
nt p
ro
pu
s
re
gim
a
lin
ie
re
cla
diri
re
gim
a
lin
ie
re
cla
diri
lim
iita
ca
da
stra
la
d
ru
m
alin
ia
me
nt p
ro
pu
s
ax d
ru
m
rig
ola
d
e a
co
sta
me
nt
trotuar
lim
iita
ca
da
stra
la
d
ru
m
largire drum
existent -pamant
propus
existent
rig
ola
d
e a
co
sta
me
nt
re
gim
a
lin
ie
re
cla
diri
re
gim
a
lin
ie
re
cla
diri
rig
ola
d
e a
co
sta
me
nt
aliniam
ent propus
aliniam
ent existent
trotuar
ax drum
regim
aliniere cladiri
LIMITE:
TERENUL CARE A GENERAT STUDIUL,
S = 58 553.00 MP DIN ACTE,
S = 58 553.00 MP DIN MASURATORI
LIMITA UTR 25 / ZONA STUDIATA S = 78 244.00 MP
CAI DE COMUNICATII RUTIERE
CATEGORII DE FOLOSINTA:
ZONIFICARE FUNCTIONALA:
CAI DE COMUNICATII:
LEGENDA:
REGLEMENTARI URBANISTICE:
LIMITA INTRAVILAN
TA - ZONA REZERVATA PENTRU ACTIVITATI AGRICOLE
UTR 25
LIMITA U.T.R.
REGIM DE ALINIERE PROPUS
REGLEMENTARI
URBANISTICE
SCARA 1 : 1000
NNE
E
SE
SSV
V
NV
sef proiect
Urb. Roxana Pandele
Beneficiar:
Faza de proiectare:
PLAN URBANISTIC ZONAL
REGLEMENTARI URBANISTICE
Data: Plansa nr.:
U.03
COMUNA RIFOV, JUD. PRAHOVA
Urb. Pandele Roxana
Proiectat
DesenatS.C
. AR
BY P
RO
IEC
T S
.R.L
.
CU
I R
O 18618528, J29/940/2006, ju
d. P
rah
ova
tel: 0768 691 746
ro
xan
a.p
an
dele.u
rb
@g
mail.co
m
Arh. Duna Cosmin
Urb. Pandele Roxana
LEA 20kV, ZONA DE PROTECTIE 12ml
ALINIAMENT PROPUS
ZONA DE PROTECTIE SANITARA 50m
SP 1 - ZONA SPATII VERZI AMENAJATE
SI PERDELE DE PROTECTIE
P.U.Z.
L - ZONA LOCUINTE CU REGIM MIC DE INALTIME
POT = 10%
CUT = 0,1
P
POT = 50%
CUT = 1,5
P+2
P+1+M
POT = 30%
CUT = 0,9
P+1+M
SP 2 - ZONA SPORT SI AGREMENT
POT = 25%
CUT = 0,25
P
L/IS - ZONA MIXTA LOCUINTE , INSTITUTII SI SERVICII
POT = 35%
CUT = 0,9
P+1+M
IS-ct - ZONA INSTITUTII SI SERVICII DE CULTURA
POT = 50%
CUT = 1,5
P+2
TE - ZONA ECHIPARE TEHNICO EDILITARA
POT = 50%
CUT = 1,0
P+1
Calcul analitic
Calcul analitic banda drum
Suprafata teren=295 mp
Nr.
Pct.
X
[m]
Y
[m]
78 369646.757 594056.144
79 369692.214 594074.474
369712.432 594067.776
77 369718.891 594069.839
60 369692.081 594078.721
78 369645.720 594059.985
80
Calcul analitic De 436
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
1 369651.338 594040.289 13.161
2 369663.509 594045.297 44.994
3 369706.635 594058.126 10.398
4 369709.401 594048.103 4.153
5 369710.429 594044.079 4.215
6 369714.633 594044.381 27.435
7 369742.032 594045.795 29.320
8 369734.002 594073.994 0.627
9 369733.776 594074.579 1.199
10 369734.918 594074.944 480.764
11 369560.670 594523.020 88.632
12 369527.807 594605.334 23.991
13 369518.636 594627.503 126.686
14 369470.212 594744.569 3.685
15 369468.437 594747.798 17.068
16 369461.486 594763.386 16.999
17 369453.072 594748.615 19.891
18 369443.593 594731.128 26.476
19 369431.279 594707.690 21.942
20 369420.144 594688.783 46.045
21 369398.327 594648.235 8.460
22 369394.037 594640.943 19.429
23 369381.278 594626.291 13.872
24 369390.256 594615.716 16.860
25 369400.772 594602.538 14.583
26 369409.461 594590.826 14.292
27 369417.668 594579.125 16.950
28 369426.108 594564.426 17.780
29 369433.165 594548.107 19.966
30 369441.162 594529.812 21.364
31 369448.882 594509.892 14.560
32 369453.956 594496.245 17.189
33 369459.785 594480.075 17.362
34 369465.146 594463.561 17.567
35 369471.108 594447.037 17.354
36 369476.871 594430.668 30.365
37 369487.314 594402.155 31.230
38 369499.609 594373.447 14.976
39 369505.247 594359.573 2.230
40 369506.016 594357.480 17.026
41 369512.692 594341.817 34.412
42 369524.796 594309.604 29.749
43 369535.605 594281.888 33.080
44 369547.855 594251.160 18.986
45 369554.634 594233.425 0.767
46 369554.694 594232.660 0.823
47 369555.232 594232.037 19.508
48 369562.264 594213.840 19.099
49 369569.405 594196.126 17.458
50 369575.593 594179.801 18.072
51 369582.452 594163.081 25.642
52 369591.761 594139.188 25.216
53 369601.762 594116.040 24.953
54 369610.824 594092.791 26.340
55 369620.484 594068.286 8.256
56 369623.334 594060.537 25.264
57 369632.851 594037.134 18.754
Suprafata teren=78244 mp
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
58 369630.72 594097.06 50.00
59 369677.08 594115.80 40.00
60 369692.08 594078.72 29.34
61 369719.93 594069.50 14.77
8 369734.00 594074.00 481.54
71 369468.43 594747.80 131.66
70 369518.00 594627.00 130.57
69 369527.00 594605.00 23.77
68 369560.00 594523.00 88.39
Suprafata teren=58553 mp
Calcul analitic nr.cad.22696
76 369401.24 594634.58 95.61
75 369452.92 594554.14 443.24
66 369613.54 594141.03 14.95
67 369618.98 594127.10 32.25
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
6 369714.633 594044.381 27.435
7 369742.032 594045.795 16.185
82 369737.599 594061.361 5.149
81 369732.455 594061.143 21.092
80 369712.433 594067.776 3.188
85 369709.396 594066.808 23.030
Suprafata teren=521 mp
Calcul analitic zona
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
83 369736.473 594065.316 9.023
8 369734.002 594073.994 14.769
61 369719.934 594069.499 13.770
84 369733.006 594065.171 3.470
SUPRAFATA TEREN=75 MP
Calcul analitic zona
suprafata studiata
Drum exploatare (De 436) (extravilan 1)
Drum exploatare (De 436) (extravilan 2)
conform plan parcelare(intravilan) De 436
plan parcelare(extravilan)
REDUCERE INTRAVILAN (S= 593 mp), RIDICARE RESTRICŢIE DE CONSTRUIRE, SCHIMBARE DESTINAŢIE TEREN (S = 58 554 mp) DIN ZONĂ MIXTĂ LOCUINŢE/ INSTITUŢII ŞISERVICII ÎN ZONE LOCUINŢE, INSTITUŢII ŞI SERVICII, SPAŢII VERZI AMENAJATE, SPORT ŞI AGREMENT, ECHIPARE TEHNICO EDILITARĂ ŞI CĂI DE COMUNICAŢIE ŞIPARCELARE TEREN ÎN VEDEREA AMPLASĂRII DE LOCUINŢE ŞI DOTĂRI ŞI REGLEMENTARE TEREN EXTRAVILAN (Stotal stud.= 78 244mp)
BILANT TERITORIAL"COMPARATIV"TEREN STUDIAT
L 1 - ZONA LOCUINTE CU REGIM MIC DE INALTIME
SITUATE IN ZONE CONSTRUITE
aug 2017
Proiect nr.:
18/2017
ISps - ZONA INSTITUTII SI SERVICII prestari servicii
214
...34
1
16...
3649
...
15
35
LIMITA EDIFICABIL
67
50
5166
...
PROFIL TRANSVERSAL
TIP C-C PROPUS LA De 608/53
SCARA 1:200
PROFIL TRANSVERSAL LA De 608/53
CONFORM SITUATIE EXISTENTA IN TEREN
SCARA 1:200
PROFIL TRANSVERSAL TIP S10
SE APLICA PE DRUMURI SATESTI
CONFORM P.U.G. MENTINUT IN PUZ
SCARA 1:200
PROFIL TRANSVERSAL TIP 1-1
SE APLICA PE DJ 101D
SCARA 1:200
PROFIL TRANSVERSAL TIP 2-2
DJ 101D in dreptul benzii de stocaj
SCARA 1:200
POT = 35%
CUT = 0,9
PROFIL TRANSVERSAL TIP B-B
PROFIL CONFORM SITUATIA EXISTENTA IN TEREN
SCARA 1:200
PROFIL TRANSVERSAL
TIP B-B PROPUS
SCARA 1:200
PROFIL TRANSVERSAL
TIP A-A PROPUS
SCARA 1:200
Nr.
Pct.
X
[m]
Y
[m]
1 369651.340 594040.290
2 369663.505 594045.296
3 369706.635 594058.126
4 369709.401 594048.103
5 369708.983 594046.330
6 369721.557 594046.801
7 369741.609 594047.475
8 369734.000 594073.998
61 369719.934 594069.499
60 369692.081 594078.721
78 369645.720 594059.985
77 369650.305 594043.004
Calcul analitic zona drum exploatare
Suprafata teren=2124 mp
369718.891 594069.83977bis
8
SUPRAFATA NR. CAD. 22742
SUPRAFATA NR. CAD. 22741
SUPRAFATA NR. CAD. 22740
Calcul analitic DE 608/53
Suprafata teren=1570 mp
Nr.
Pct.
X
[m]
Y
[m]
76 369401.240 594634.583
71 369468.437 594747.798
16 369461.486 594763.387
17 369453.072 594748.615
18 369443.593 594731.128
19 369431.279 594707.690
20 369420.144 594688.783
21 369398.327 594648.235
22 369394.036 594640.941
Calcul analitic rest teren intravilan
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
9 369733.775 594074.580 1.205
10 369734.923 594074.946 480.764
11 369560.670 594523.020 88.586
12 369527.824 594605.292 24.036
13 369518.636 594627.503 126.686
14 369470.212 594744.569 3.685
71 369468.437 594747.798 130.570
70 369518.000 594627.000 23.770
69 369527.000 594605.000 88.391
68 369560.000 594523.000 326.160
62 369677.851 594218.890 154.754
Suprafata teren=603 mp
NR.CAD.22697,TARLA 103,P 602,602/1,602/2
Nr.
Pct.
X
[m]
Y
[m]
80 369712.432 594067.776
81 369732.449 594061.144
82 369737.625 594061.363
83 369736.491 594065.317
84 369733.013 594065.170
61 369719.934 594069.499
Suprafata teren=89 mp
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
1 369651.338 594040.289 13.157
2 369663.505 594045.296 44.998
3 369706.635 594058.126 10.398
4 369709.401 594048.103 4.153
5 369710.429 594044.079 4.215
6 369714.633 594044.381 23.030
85 369709.396 594066.808 3.188
80 369712.433 594067.776 21.300
79 369692.214 594074.474 49.014
78bis 369646.757 594056.144 13.611
77 369650.305 594043.004 2.905
Suprafata teren=1144 mp
Calcul analitic zona Drum (De 436) (intravilan)
T106, P602
Calcul analitic DJ 101 D
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
77 369650.305 594043.004
17.585
78 369645.721 594059.981
39.999
58 369630.721 594097.061
32.250
67 369618.984 594127.099
14.958
66 369613.540 594141.031
443.237
75 369452.917 594554.140
70.19
76 369401.240 594634.58325.43
22 369394.037 594640.943 19.427
23 369381.278 594626.291 13.872
369390.256 594615.716 16.86024
369400.772 594602.538 14.58325
369409.461 594590.826 14.29626
369417.670 594579.122 16.94927
369426.109 594564.423 17.77628
369433.165 594548.107 19.96629
369441.162 594529.812 21.36430
369448.882 594509.892 14.56031
369453.956 594496.245 17.18932
369459.785 594480.075 17.36233
369465.146 594463.561 17.56734
369471.108 594447.037 17.35435
369476.871 594430.668 30.43736
369487.339 594402.088 31.15937
369499.609 594373.447 14.97638
369505.247 594359.573 2.23039
369506.016 594357.480 17.02640
369512.692 594341.817 34.41241
369524.796 594309.604 29.74942
369535.605 594281.888 33.08043
369547.855 594251.160 18.98644
369554.634 594233.426 0.76945
369554.694 594232.659 0.82446
369555.233 594232.036 19.50747
369562.264 594213.840 18.95548
369569.354 594196.261 17.603
50 369575.593 594179.801 18.072
51 369582.452 594163.081 25.642
52 369591.761 594139.188 25.216
53 369601.762 594116.040 24.953
54 369610.824 594092.791 26.340
55 369620.484 594068.286 8.256
56 369623.334 594060.537 25.264
57 369632.851 594037.134 18.753
Suprafata teren=13393 mp
49
89 369414.983 594613.191
Nr.
Pct.
X
[m]
Y
[m]
78 369645.721 594059.983
60 369692.081 594078.721
59 369677.081 594115.801
58 369630.726 594097.049
Calcul analitic nr.cad.711(vechi)
Suprafata teren=2000 mp
22857(nou)
Calcul analitic zona propusa
Nr.
Pct.
Coordonate pct.de contur
X [m] Y [m]
Lungimi
laturi
D(i,i+1)
369719.930 594069.500 14.777
8 369734.000 594074.000 0.622
9 369733.775 594074.580 15.616
369718.891 594069.839 1.083
Suprafata teren=10 mp
NOTA:Suprafata de 10 mp este inclusa
in suprafata de 8513 mp. a nr. cad.
22740
pentru extindere intravilan
Amplasament: Jud. Prahova, Com. Rifov, Sat Palanca,
Tarla 103, P P602,P602/1,P602/2, De608/53, De436,
DJ101D, nr.cad. 22740, 22741, 22742, 711, 22697
RETEA ALIMENTARE CU ENERGIE
ELECTRICA EXISTENTA - LEA 0.4 KV
PROFIL TRANSVERSAL
TIP S4 PROPUS PENTRU TOATE DRUMURILE DIN EXTRAVILAN
SCARA 1:200
PUT FORAT PROPUS CU ZONA DE
PROTECTIE SANITARA 10m