Plan de Situatie Ansamblu

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Transcript of Plan de Situatie Ansamblu

  • 60115

    19075

    235335

    235335

    235335

    235335

    235335

    4060

    40 60 90 210

    230160

    210250

    300

    240

    300

    240

    450350

    115215

    365

    230

    300

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    210250

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    125165

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    160230

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    90180

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    180 90 180 90

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    250190

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    7.25

    45 4.55 45

    456.

    3545

    30 11.90 30

    30 13.15 30

    30

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    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

    35

    7.35

    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

    35

    1.75

    30 4.25 15 1.30 30

    4.00

    305.

    8330

    2.65

    302.

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    302.

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    2515

    3.43

    30

    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

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    030

    17.6

    0

    301.

    5515

    1.90

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    302.

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    302.

    3530

    3.60

    35 4.45 35

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    45

    30

    11.7030

    9.75

    12.30

    304.40

    30

    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

    30 5.70 30

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    305.

    8330

    2.65

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    7030

    2.70

    302.

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    305.

    1030

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    302.

    3530

    30 2.79 12 2.79 30

    354.

    00

    R 29.00A

    A

    UMUM

    UM

    UM

    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

    E

    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

    E

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

    87

    89

    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

    da

    CC

    126.65

    126.76

    126.46

    126.44

    126.65

    126.65

    126.62

    126.62

    126.67

    126.65

    126.66

    126.67

    125.91

    126.47

    113

    111

    503

    504

    F1

    F2

    Nr.top. 7919/4

    Platforma betonata

    Curte

    CC

    CC

    CC

    126.31

    126.37

    Intra

    re

    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

    126.65126.65126.62

    126.63

    126.69126.68

    126.70126.67

    126.63 126.62

    126.67126.73

    126.69

    126.81

    126.68126.83

    126.68126.6512

    6.72

    126.70126.67

    126.65

    126.66

    126.68

    126.67

    126.68 126.68

    126.67126.72

    126.72

    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

    126.40

    126.40

    126.42

    126.43

    126.41

    126.39

    126.45

    126.41

    126.43

    126.41

    126.39

    126.42

    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

    126.45126.42

    126.38

    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

    126.60

    126.80

    126.51

    126.55

    126.52

    126.49

    126.38

    126.42126.45

    126.33

    126.33

    126.33

    126.33

    4

    2

    505

    506

    507

    520521

    Nr.top.

    7919/5

    126.64126.53

    126.47

    126.72

    126.41

    126.45

    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

    126.46

    126.36

    126.41

    126.42

    126.46

    126.67

    126.52

    126.41

    126.47

    126.44

    126.45

    126.45

    126.51

    126.53

    3

    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

    126.98

    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

    hp

    .A.

    DEPOZITbetonS=107.87 mp

    MAGAZIEparchetS=19.56 mp

    SmSmSm

    Sm Sm SmA

    2,40

    -0.15

    A

    A

    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

    A

    A

    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

    m

    hp=0

    ,95

    m

    hp=1,10 m

    hp=70 cm hp=70 cm

    hp=0

    ,95

    m

    hp=0

    ,95

    m

    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

    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 m2Hi=2.70 m

    v= 78.01 m3

    Birou C.T.C.gres.cer

    S= 15.93 m2Hi= 2.36 mv= 37.58 m3

    Sala preparare apoasegres.cer

    S= 66.68 m2Hi= 5.52 m

    v= 368.08 m3

    ATELIERgres.cer

    S= 48.97 m2Hi= 4.22 m

    v= 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 m2Hi= 5.52 m

    v= 1,489.99 m3

    Camara probegres.cer

    S= 15.97 m2Hi= 5.20 mv= 83.04 m3

    Laboratorgres.cer

    S= 49.69 m2Hi= 5.20 m

    v= 258.36 m3

    Tehnicumgres.cer

    S= 30.30 m2Hi= 2.36 m

    v= 71.51 m3

    Antreugres.cer

    S= 15.02 m2Hi= 2.36 mv= 35.44 m3

    SASgresie cerS= 6.76 m2

    S= 2.85 m