Download - Plan de Situatie Ansamblu

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60115

19075

235335

4060

40 60 90 210

230160

210250

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450350

115215

365

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120210

6060

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110130

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100230

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250

7.25

45 4.55 45

456.

3545

30 11.90 30

30 13.15 30

305.

8330

11.7

530

30 2.70 10 2.90 30

30 5.70 30 8.55 30

30 5.70 3030 23.70 3030 5.70 30

7.35

3029

.80

3030 11.90 30

17.525

305.

8330

305.

8330

9.70

3.55

8.17

4.00

30 1.15 10

1.75

30 4.25 15 1.30 30

4.00

305.

8330

2.65

302.

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2.70

302.

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2515

3.43

30 2.74 8 12.03 3030 2.80 25 2.65 30

355.

6335 28.16

35 3.25 20 5.20 25 8.70 35

35 35

30 23.70 30 5.80 30

30 24.45 30 2.35 15 2.55 30

5.05

2.40 3.40

30.40

305.

1030

11.6

030

17.6

301.

5515

1.90

151.

3530

1.95

302.

8030

3.60

302.

3530

3.60

35 4.45 35

309.

11.7030

9.75

12.30

304.40

5.00

5.15

304.

5530

4.004.00

8.24

5.98

8.04

8.24

6.006.12

1.563.00

1.56

6.12

30 5.70 30

30 4.25 15 1.30 30

305.

8330

2.65

302.

7030

2.70

302.

8030

2.45 15 1.1015

1.20 30

30 5.80 30

305.

1030

8.95

302.

3530

30 2.79 12 2.79 30

354.

R 29.00A

UMUM

UM UM

Hp=

1.10

Hp=0.90

Hp=

0.90

Hp=

0.90

Hp=

1.75

Hp=

1.75

Hp=

1.75

Hp=

1.75

Hp=

1.75

Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35

2.30

1.50

Salacompresor

Hp=1.00 Hp=1.00

Depozit produse finite betonS=365.95 mpHi=7.62 mpV=2788.53 mc

REM

AT S

A SA

TU M

ARE

ACC

ES D

E IN

TRAR

TEHNICUMgres.cer.S=29.27 mpHint.=4.22 mV=123.54 mc

LABORATORgres.cer. S=18.29 mpV=77.21 mc

ACC

ES D

E IN

TRAR

Hp=1.00 Hp=1.00Hp=1.00Hp=1.00Hp=1.00Hp=1.00Hp=1.00Hp=1.10

Hp=1.10

Hp=1.10 Hp=1.10

Hp=

1.10

Hp=

1.10

Hp=2.00Hp=2.00Hp=2.00Hp=2.00

2.30

1.50

2.30

1.50

2.30

1.50

Depozitgresie cer.S=11.47 mpHi=2.36 mV=27.06 mc

Dep.gresie c.S=3.51 mpHi=2.36 mV=8.28 mc.

Spalatoriegres.cerS=7.14 mpV=37.12 mp

S=80.64 mpV=419.32 mc

126.84

Hidrant

POSTTRANSFORM ATOR

STRADA UZINEI

Hp=1

.75

Hp=1

.75

2.30

1.50

Stra

126.65

126.76

126.46

126.44

126.65

126.62

126.67

126.65

126.66

126.67

125.91

126.47

113

111

503

504

Nr.top. 7919/4

Platforma betonata

Curte

126.31

126.37

Intra

126.37

126.44

126.83126.68

126.58

126.56126.53

126.54126.58

126.54 126.48 126.54 126.58 126.57126.62 126.63

126.38

126.81126.64

126.69

126.62126.60

126.65126.65

126.62126.63

126.69126.68

126.70126.67 126.63 126.62

126.67126.73

126.69

126.81

126.68126.83126.68126.65126.72

126.70126.67

126.65

126.66

126.68

126.67

126.68 126.68126.67

126.72126.72

126.66

126.71

126.67126.80

126.74126.83

126.75126.72

126.67126.65

126.68

126.69

126.67

126.63

126.62

126.67

126.72

126.79

126.75

126.81

126.73

126.38

126.40

126.42

126.43

126.41

126.39

126.45

126.41

126.43

126.41

126.39

126.42

126.41

126.39

126.40 126.38

126.35

126.33

126.37

126.42

126.36 126.41 126.41126.46 126.45

126.45126.42126.38

126.32

126.38 126.39126.42 126.45

126.55126.45126.38126.39

126.42126.37

126.49

126.75126.37

126.77

126.75

126.68

126.77

126.60

126.80

126.51

126.55

126.52

126.49

126.38

126.42126.45

126.33

505

506

507

520521

Nr.top.

7919/5

126.64126.53

126.47

126.72

126.41

126.45

126.47126.45

126.60

126.47

126.51

126.47126.43

126.40126.36

126.37

126.45

126.34

126.40

126.37

126.45

126.43

126.41

126.40

126.44

126.49

126.55

126.46

126.36

126.41

126.42

126.46

126.67

126.52

126.41

126.47

126.44

126.45

126.51

126.53

508

510

514

517

143

515

126.36

126.64

126.29

126.50

126.72

126.42

126.57

509

126.79

126.90

126.66

126.82

126.79

126.91

127.42

126.92

126.82

127.61127.65

126.87

127.50

127.03

126.88127.67

126.78

127.35129.36

126.77

126.47

126.77

126.80

126.94

126.98

126.93

127.08

127.12

126.99

127.14

127.11

127.02

127.08

Antreugresie cer.S=13.61 mp

BIROUmochetaS=21.06 mp

BIROUmochetaS=12.32 mp

HOLS=8.62 mp

HOLS=7.37 mp

CENTRALA T.S=6.39 mp

HOILGresie cer.S=7.37 mp

BAIES=8.46 mp

BAIES=9.18 mp

1 2 3 4 5 6891011121314

.A.

DEPOZITbetonS=107.87 mp

MAGAZIEparchetS=19.56 mp

SmSmSm

Sm Sm SmA

2,40

-0.15

P.Gr.III91

P.Gr.III

RELEVAT sing. KIND VASILE

ing. JOBBAGY ZOLTAN

SCARA: 1:100

VERIFICATOR/EXPERT NUME SEMNAT CERINTA REFERAT/EXPERTIZA NR./DATA

PROIECTANT:

mun. Carei str. Independentei nr. 42 tel..0261-863285 mobil 0745-571420

NUME SEMNAT

SEF PROIECT

DESENAT

c arh GYURE R. L.

S.C. PRO SYNTAX S.R.L. CAREI

DATAiun.2015

Beneficiar: KNEHO ROM SRLAdresa: mun Carei str.Uzinei nr.87Amplas.:mun.Carei str.Uzinei nr.87-89

Titlu proiect: RELEVEU

Titlu plansa:RELEVEU

P.Gr.III

PLAN ETAJ

Hp=1.00

Hp=

1.00

Hp=

1.00

Hp=

1.00

Hp=

1.00

Hp=

1.00

Hp=

1.00

Hp=

1.00

Hp=0.80

Hp=

0.80

hp=1,10 m

hp=70 cm hp=70 cm

hp=0

,95

hp=0

,95

hp=1,10 m

hp=70 cm hp=70 cm

hp=0

,95

hp=0

,95

PLAN ETAJ

Casa scariis=13.61 mp

Sala de sedintamochetaS=52.17 mp

HolS=2.64 mp

Dep.S=1.75 mp

BucatarieS=11.41 mp

BaiaS=8.69 mp

Birouparchet lam.S=16.26 mp

DEPOZITbetonS=274.92 mp

Cabina poartaS=17.80 mp

DEPOZITbetonS=124.69 mp

Sala de mesegresie cer.

S= 28.89 m2

Hi=2.70 mv= 78.01 m3

Birou C.T.C.gres.cer

S= 15.93 m2

Hi= 2.36 mv= 37.58 m3

Sala preparare apoasegres.cer

S= 66.68 m2

Hi= 5.52 mv= 368.08 m3

ATELIERgres.cer

S= 48.97 m2

Hi= 4.22 mv= 206.66 m3

W.C. Bgres.cer

S= 7.83 m2

W.C. Fgres.cer

S= 7.25 m2

Depozit centralgresie cer

S= 269.93 m2

Hi= 5.52 mv= 1,489.99 m3

Camara probegres.cer

S= 15.97 m2

Hi= 5.20 mv= 83.04 m3

Laboratorgres.cer

S= 49.69 m2

Hi= 5.20 mv= 258.36 m3

Tehnicumgres.cer

S= 30.30 m2

Hi= 2.36 mv= 71.51 m3

Antreugres.cer

S= 15.02 m2

Hi= 2.36 mv= 35.44 m3

SASgresie cerS= 6.76 m2

S= 2.85 m2

Vestiarparchet lam.S= 7.83 m2

TerasaS= 29.00 m2

C.T.beton

S= 15.51 m2

Hi= 5.20 mv= 80.63 m3

Depozit auxiliarbeton

S= 203.02 m2

Him= 4.50 mv= 913.60 m3

Depozit produse finitebeton

S= 149.37 m2

Him= 6.20 mv= 926.08 m3

S= 2.24 m2

WCS= 2.03 m2

Sala prep. inflamabilecim.scl.

Hi= 5.20 m

Magaziebeton

S= 48.09 m2

Casa scariigres.cer

S= 15.01 m2

birouparchet lam.S= 15.93 m2

birouparchet lam.S= 11.48 m2

SASgresie c.

S= 7.39 m2

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