urbanisticki projekattitle: urbanisticki projekat author: stefanovic m. d.i.a. created date:...
TRANSCRIPT
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GSPublisherEngine 0.0.100.100
ARH ICO UPARHITEKTONSKI BIRO VELIKO GRADIŠTESITUACIJA
datum: razmera:paraf:
mesto gradnje:
projekat:
odgovorni urbanista:
10.2015.STEFANOVIĆ MALIŠA diaL-1
1:500
Veliko Gradište, BELI BAGREM,kpbr. 2366/251 KO Veliko gradište
overa: faza:
URBANISTIČKI PROJEKAT
investitor:JU SPORTSKI CENTAR VELIKO GRADIŠTE, VELIKOGRADIŠTE
br. projekta:
UP - 03/15
list:crtež:
objekat:
BASKETBALL KAMP - SPORTSKI TERENI
3.00
72.20
72.23
72.27
72.31
72.45
72.14
72.05
72.02
71.88
71.87
72.08
72.37
72.61
72.68
72.75
72.45
72.24
71.97
71.66
71.59
71.47
71.64
72.01
72.16
72.34
72.70
72.76
72.55
72.22
71.95
71.83
71.39
71.29
71.59
71.86
72.27
72.53
72.76
72.57
72.42
72.22
71.95
71.52
71.31
71.22
70.91
71.18
71.62
71.98
72.24
72.39
72.60
72.17
71.87
71.73
71.62
71.45
71.23
70.89
70.57
71.13
71.50
71.6171.31
70.94
70.74
71.42
71.35
71.16
70.13
70.11
70.14
70.30
70.53
70.44
70.41
70.43
70.67
70.49
70.46
70.58
70.73
70.99
70.87
70.67
70.96
71.05
71.29
71.51
71.05
70.8970.55
70.48
70.07
70.11
70.14
70.21
70.05
73.29
2366/13
2366/199
2366/191
2366/190
2366/195
2366/196
2366/251
73.58
73.43
73.28
73.29
73.25
73.14
73.08
73.04
73.04
73.04
73.05
73.05
73.06
73.05
73.11
73.08
73.08
73.14
73.16
73.25
73.17
73.18
73.14
73.21
73.16
73.10
73.04
73.07
73.06
73.08
73.11
73.16
73.23
73.28
73.35
73.38
73.57
73.07
73.06
73.03
72.99
72.9672.9272.91
72.8772.85
72.85
72.84
72.85
72.90
72.90
72.94
72.9873.01
73.04
73.05
73.0773.13
73.6773.6573.5873.49
73.37
73.30
73.2573.22
73.19
73.18
73.17
73.14
73.07
73.09
73.07
73.06
73.06
73.10
73.05
73.00
72.92
72.82
72.65
72.67
72.86
72.98
73.09
73.08
73.07
73.13
73.13
73.18
73.24
73.27
73.35
73.43
73.50 73.61
73.69
73.7573.79
73.83
72.03 72.10
72.16
72.18
72.21
72.23
72.24
72.26
72.29
72.32
72.36
72.39
72.43
72.46
72.47
72.47
72.53
72.59
72.68
72.72
72.76
72.78
72.82
72.94
72.97
72.99
73.01
73.01
73.03
73.01
72.97
72.94
72.97
72.94
72.91
72.85
72.73
72.53
72.38
72.61
72.77
72.87
72.92
72.97
73.01
72.95
72.97
73.06
73.05
73.03
73.00
72.92
72.81
72.67
72.56
72.50
72.47
72.44
72.39
72.35
72.30
72.2572.20
72.03
71.86
71.83
71.82
71.75
71.45
71.47
71.31
71.40
71.21
70.81
70.67
70.63
70.63
70.55
70.56
70.30
70.13
70.04
69.99
69.96
69.97
69.97
69.93
69.91
69.93
69.94
69.9169.95
69.9369.9069.91
69.87
70.06
70.0770.06 70.06
70.08
70.13
70.12
70.13
70.12
70.11
70.13
70.14
70.18
70.19
70.40
70.38
70.63
70.50
70.35
70.42
70.27
70.37
70.42
71.49
71.61
69.85
69.76
69.7369.74 69.82 69.88
69.7969.88
69.87
69.86
69.86
69.88
69.93
69.95
69.96
69.92
70.02
70.08
70.28
70.43
70.44
70.51
70.45
70.54
70.63 70.70
70.80
70.92
71.15
71.36
71.48
71.58
71.72
71.80
71.8171.83
71.85
71.85
71.86
71.90
71.91
72.1272.10
72.07
72.08 72.1072.14
72.16
72.33
72.59
72.92
te ren
spor t
ski
park i
ngasva
l tni p
ut
asva
l tni p
ut
Ul ica Karpa tska
2366/2
53
2366/252
T0
T1
00+000.00 M
10+003.00 M
20+020.05 M
3'0+037.10 M
40+055.15 M
30+037.10 M
34.0
0
0.20
0.20
28.0
0
2.50
19.00
4.000.20
34.0
0
28.0
0
15.003.
00
3.00
2.90
2.90
28.0
0
15.00
3.00
3.00
2.90
2.90
34.0
028.0
0
15.00
3.00
3.00
2.90
2.90
0.20
0.20
0.20
2.400.20
2.00
DEPA
NDAN
S"S
REBR
NO J E
ZERO
"
0.20
0.20
1
2
11
13
3
4
5
67
8
9
10
12
14
15
0.20
0.20
0.20
18
18.5
0
19
20.00
16
17
2.85
0.20
2.85
0.20
3.00
2.00
2.00
2.00
2.00
2.00
60+076.60 M
50+073.60 M
2.00
bet.
soklo
b=0
.20m
; l=3
4.00
m
bet.
soklo
b=0
.20m
; l=3
6.00
m
bet.
soklo
b=0
.20m
; l=3
6.00
m
bet. soklo b=0.20m; l=28.00m
bet. soklo b=0.20m; l=42.00m
bet. soklo b=0.20m; l=49.00m
potporni zid b=0.20m; l=21.00m
potp
orni
zid
b=0.
20m
; l=3
4.00
m
potporni zid b=0.20m; l=14.00m
bet.
soklo
b=0
.20m
;l=
18.5
0m
bet. soklo b=0.20m;l=20.00m
TERE
N - 2
TERE
N - 3
TERE
N - 4
TERE
N - 1
bet.
tribi
ne b
=2.4
0m; l
=28.
00m
ulaz
-1
ulaz
-2
0.30
%
0.30
%
0.30
%
0.30
%
0.30
%
0.30
%
ulaz-3
0.30
%
0.30
%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
5.00%
3.50
%
2.00
32.0
0
2.00
0.30
%
0.30
%
0.30
%
0.30
%
0.30
%
0.30
%
0.30
%
2.00
14.0
0
14.0
0
2.00
2.00
15.00
2.00
21
20
0.95
3.00
3.50
%
36.0
0
I
I
I
I
bet. ivičnjak 8/20l=4.50m
bet. ivičnjak 8/20l=3.00m
bet. ivičnjak 8/20l=3.50m
2366/441
N
-
GSPublisherEngine 0.0.100.100
ARH ICO UPARHITEKTONSKI BIRO VELIKO GRADIŠTEPRESECI - IZGLEDI
datum: razmera:paraf:
mesto gradnje:
projekat:
odgovorni urbanista:
10.2015.STEFANOVIĆ MALIŠA diaL-3
1:200
Veliko Gradište, BELI BAGREM,kpbr. 2366/251 KO Veliko gradište
overa: faza:
URBANISTIČKI PROJEKAT
investitor:JU SPORTSKI CENTAR VELIKO GRADIŠTE, VELIKOGRADIŠTE
br. projekta:
UP - 03/15
list:crtež:
objekat:
BASKETBALL KAMP - SPORTSKI TERENI
71.60
71.63
71.73
71.80 71.89
71.85 71.86
71.72 71.7271.72 71.72 71.72
71.1071.10 71.10
71.72
ulaz br. 2na teren 1 ulaz - 1
71.72
14001400
međuprolaz terena 2;3 i 4
međuprolaz terena 2;3 i 4
71.72 71.72
1400140030020 20
400400
71.72
7060
teren za igru
teren za igru
2800
20
teren 1teren 3
0.30%0.30%
300 300
300
00+
000.00 M
10+
003.00 M
20+
020.05 M
3'0+
037.10 M
40+
055.15 M
30+
037.10 M
60+
076.60 M
50+
073.60 M
Objekat:Kompleks košarkaških terenakod hotela Srebrno jezerodeo kat. parcele br. 2366/251Veliko Gradište
72.9272.5272.12
72.9272.5272.12
teren za igru
0.30%0.30%
20
-0.63
TEREN 1
-0.03
Kompleks košarkaških terenakod hotela Srebrno jezerodeo kat. parcele br. 2366/ 251Veliko Gradište
100
-0.020.00-0.02-0.03
20240 250 200 750 750 200 400 100
50
8010
ukrućenje u ćoškovima
grifovana žica uplasmu 2x2m
metalna kuka
čelični stub Ř70 mm≠3 mm
kutijasti profil30/20/2.5mm repate
anker ploča 200x300mm≠8mm,sa četiri ankera M16
AB temelj MB 30
Ø6 GA 240/360
ugaonici ≠5 mm
sloj čistoće d=10 cm
Uz. Ø6 GA 240/360
1020
090
55
105 podužnoukrućenje žice
30/20/2.5mm
10
20
ugaonici ≠5 mm
50
podužno ukrućenje žice30/20/2.5mm
30
50 anker ploča 200x300mm ≠8mm,sa četiri ankera M16
DETALJ OGRADE I TEMELJA
+0.17+0.17 40
80
AB tribine
+3.05
drobljeni kameni agregat 0-31,5mm, d=20cm Ms=50 MPaposteljica Ms=30MPa ili 100% po standardnom Proktorovom opitu
"Tartan" gumena podloga, d=16mm
betonsko soklo samrežnom armaturom Q-141
armirani beton МB-30 sa mrežnom armaturom Q-131 d=15cm (gornju površinu gletovati do crnog sjaja)
drobljeni kameni agregat 0-31,5mm, d=20cm Ms=50 MPaposteljica Ms=30MPa ili 100% po standardnom Proktorovom opitu
armirani beton МB-30 sa mrežnom armaturom Q-131 d=15cm (gornju površinu gletovati do crnog sjaja)
bankina od zemlje - humuzirana
-0.63
1:2
1:1.5
4.00%
W-02 PODUŽNI PRESEK - IZGLED 1:200
W-03 POPRECNI PRESEK - IZGLED (1) 1:200