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

,0

0

R

9

,

0

0

R

9

,

0

0

R

9

,0

0

R

6

,

0

0

R

6

,0

0

R

9

,

0

0

R

9

,0

0

5

0

.

0

0

5

0

.

0

0

5

,

0

0

5

,

0

0

5

,

0

0

5

,

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

7

,

0

5

1

6

,

0

0

1

6

,

0

0

1

6

,

0

5

1

4

,

5

7

2

7

,

6

7

1

3

,

4

4

4

8

,

1

2

4

0

,

5

6

4

0

,

6

8

4

0

,

6

5

4

0

,

5

4

4

0

,

5

7

4

0

,

6

0

4

0

,

6

3

4

0

,

6

3

4

0

,

7

2

4

0

,

7

4

4

0

,

7

6

4

0

,

7

9

4

0

,

8

1

4

0

,

8

4

4

0

,

8

8

4

0

,

9

0

4

0

,

9

2

4

0

,

9

4

4

0

,

9

6

4

1

,

0

3

4

1

,

0

0

4

1

,

0

1

4

1

,

5

5

4

3

,

3

3

4

5

,

1

2

4

6

,

9

1

4

8

,

6

9

4

0

,

5

8

4

0

,

5

9

4

0

,

5

7

4

0

,

5

7

4

0

,

6

2

4

0

,

6

5

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

5

8

,

7

4

6

1

,

4

5

2

5

,

4

3

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

4

0

,

5

7

4

0

,

0

2

3

9

,

8

2

4

0

,

1

9

4

1

,

3

2

4

2

,

5

3

4

3

,

6

6

4

4

,

7

5

4

5

,

8

9

4

7

,

0

0

4

8

,

5

7

4

0

,

5

3

4

8

,

0

0

4

0

,

5

7

5

0

,

0

1

4

0

,

0

2

3

,

0

0

2

,

0

0

2

,

0

0

3

,

0

0

2

,

0

0

3

,

0

0

1

6

,

0

0

3

,

0

0

3

,

0

0

1

6

,

0

0

6

,

2

1

5

,

2

1

2

,

0

0

3

,

0

0

5

,

0

0

5

,

0

0

5

,

0

0

5

,

0

0

5

,

0

0

5

,0

0

5

,

0

0

5

,

0

0

5

,

0

0

5

,

0

0

9

,

0

0

7

,

0

0

7

,

0

0

9

,

4

0

1

3

,

8

0

1

0

.

6

0

7

.

8

0

6

.

0

0

7

.

8

0

8

,

6

9

1

2

.

1

0

8

.

2

0

8

.

3

0

1

0

.

8

1

0

,

5

4

9

.

8

0

8

,

0

5

6

.

0

0

3

.

5

0

1

0

.

5

0

1

1

.

3

0

1

0

,

0

0

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