plan de situatie ansamblu
DESCRIPTION
Asa arata un plan de situatiTRANSCRIPT
60115
19075
235335
235335
235335
235335
235335
4060
40 60 90 210
230160
210250
300
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450350
115215
365
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7.25
45 4.55 45
456.
3545
30 11.90 30
30 13.15 30
30
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
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.
7030
2.70
302.
8030
302.
2515
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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
0
301.
5515
1.90
151.
3530
1.95
302.
8030
3.60
302.
3530
3.60
35 4.45 35
309.
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
30 4.25 15 1.30 30
30
305.
8330
2.65
302.
7030
2.70
302.
8030
2.45 15 1.1015
1.20 30
30 5.80 30
30 5.80 30
305.
1030
8.95
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
126.65126.65
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
126.40
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
126.45126.42126.38
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
126.60
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 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
birouparchet lam.S= 11.48 m2
SASgresie c.
S= 7.39 m2