2 grafiČki dio...z.o.p.: 02/17-gp glavni graĐevinski i geotehniČki projekt pomorskih graĐevina...
TRANSCRIPT
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Z.O.P.: 02/17-GP GLAVNI GRAĐEVINSKI I GEOTEHNIČKI PROJEKT POMORSKIH GRAĐEVINA
Br.pr.:956/17 lipanj 2018.
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
2 GRAFIČKI DIO
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Z.O.P.: 02/17-GP GLAVNI GRAĐEVINSKI I GEOTEHNIČKI PROJEKT POMORSKIH GRAĐEVINA
Br.pr.:956/17 lipanj 2018.
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
NOVA ISTOČNA OBALA
-
S
J ad ran sko more
Ja dran sk o mo re
a sfa ltni pu t
as fa ltn i put
beto
nski
put
beto
nski
put
beto
nski
put
beto
nski
put
-0.52
-0.4 4
-0 .64
-3.5 5
-3.76
-3 .80
-3 .90
-0 .49
-0.6 1
-0 .6 9
-0 .7 6
-0 .61
-0.6 8
-0 .7 2
-0.75
-4.0 1
-0 .78-0.6 7
-0.56
-3.5 0
-3.6 1
-3.7 3
-3 .8 4
-3 .96
-2.41
-2 .7 3
-3 .06
-0 .94
-1 .4 0
-0 .41
-0.4 4
-0.52
-0 .67
-1 .31
-1 .95
-2 .0 1
-2 .2 1
-2.4 0
-1.8 3
-1.8 4
-1.8 5
-2 .15
-2.21
-2.2 8
-2.7 0
-3.0 5
-3.41
-3.32
-3 .55
-2 .58
-2.7 5
-2.9 3
-2 .4 4
-2 .46
-2.4 9
-2 .75
-2 .98
-3 .21
-2 .49
-2 .6 2
-2.74
-2 .0 7
-2 .21
-1 .2 8
-0 .3 9
-0 .4 4
-0 .40
-0.4 6
-1.0 2
-0.82
-0.61
-0.4 5
-0.51
-0.4 7
-0.6 0
2 .2 4
2 .00
2 .0 9
2 .1 1
1.9 7
0 .45
0 .30
0 .2 9
0.6 0
1 .4 11 .38
2.4 8
2.652 .71
2.48
1.0 3
1 .02
0.70
0.75
0.870 .9 0
1.12
3 .01
-0 .40-0 .40
-0.4 0
-0.2 7
-0.05
1.4 7
1 .15
0.7 0
0 .4 0
0.4 0
0.60
2.7 2
1.8 1
0.90
0.9 00 .61
0 .7 2
0.7 2 -0.90
-0 .08
0 .11
-0 .0 9
-0 .89
-0.85
0.5 50.3 5
0.55
0.68
-0.5 2
1.0 6
0.90
1.80
1 .100.5 8
-0 .0 8
0.4 5
0.40
0.36
0 .30
0 .88
1.4 4
0 .2 0
0 .2 0
4 .3 7
4 .0 4
3 .70
3 .64
3.3 3
3.47
4 .0 4
4 .1 0
4 .3 0
4.1 7
2.9 0
3.6 6
4 .4 0
4 .0 6
3 .80
3.6 6
3 .5 6
3 .40
3 .05
3.0 5
2 .9 6
2.7 9
1 .7 8
1 .6 8
1 .5 80 .6 4
1 .63
1.7 3
0.75
0.7 2
-0 .0 9
-0.5 5
1 .6 3
1.60
1 .12
2 .15
2.1 2
2.62
2.64
2 .6 4
2.08
2 .08
-0.55
-0.98
-0.6 7
-0.6 2
-0.59
-0.7 6
-0 .71
-0 .9 1
-0 .8 8
-0 .52
-0 .50
-0 .4 8
-0.4 9
-0.5 2
-0 .42
-0 .4 9
-0.3 6
-0.3 6
-0.6 6
-0.7 0
-0.48
-0 .5 5
-0.5 0
-0 .3 9
-0 .8 4
-0 .98
-0 .56
-0 .42
-0 .53
-0.38
-0 .48
-0 .50
-0.62
-0 .5 3
-0 .4 5
-1.55
-4.15
-3 .6 3
-4 .86
-6.0 2
-5 .8 7
-6 .7 4
-4.85
-2.2 6
-1 .5 6-3.6 8
-5 .7 1
-6.04
-4 .7 4
-3 .8 0
-5 .0 9
-3 .7 3
-2 .57
-6.10
-0 .5 2-0.4 8
-5 .7 8
-5.4 4
-6.03
-2.96
-4.79
-6.08-6.32
-6.06
-6 .39
-6.1 2
-5 .7 2
-6 .02
-5 .78
-5.1 3
-5.9 7
-5 .8 6
-6 .07
-6.37
-6 .4 6
-7 .3 2
-5 .98
-6 .5 6
-7.8 2
-6 .63
-6 .88
-6 .8 5
-7.27
-6 .9 0
-7.1 4
-6 .5 7
-6 .78
-6.4 5
-6 .10
-6.00
-6 .38
-6 .4 7
-6 .45
-6 .79
-7.04
-7 .05
-7 .48
-7 .4 2
-7 .71
-3 .2 9
-7.01
-7 .9 2
-3 .4 3
-2 .6 7
-3 .32
-6 .89
-7 .7 8
-7 .37
-5 .7 3
-5 .29
-4 .9 0
-2.9 8
-5 .10
-3.26
-3 .17
-5.7 9
-0.36
-5 .96
-6 .12
-5 .9 0
-6.0 3
-5 .96
-6 .06
-5.93
-7 .5 7
-7.30
-7 .5 4
-6 .6 3
-6 .9 9
-7.2 8
-7 .52
-6 .27
-2.0 3
-5 .01
-1.9 6
-4 .8 7
-6 .91
-6.9 2
-4.8 6
-3.3 3
-7.17
-7 .6 6
-7 .98
-7 .3 4
-7 .40
-6.3 9
-5.0 0
-5.7 4
-4.2 7
-7 .35
2.8 8
3.2 5
3.51
3 .6 6
4.6 1
4 .5 0
4.4 6
4.10
3 .64
3 .48
3 .39
3.39
3 .29
2.4 3
2.69
2 .3 21 .94
1.6 3
-0 .55
-0.27
0 .4 1
0 .82
0.71
0.4 5
-0 .21
-0 .5 4-0.4 6
-0.2 0
0.3 8
0.5 2
0.64
0 .4 0
-0.0 5
-0 .33
-0.3 8
-0 .23
0 .47
0.6 9
0 .67
1 .11
1.30
0.75
0.2 0
-0.61
-0 .16
0.2 3
-0.67
0 .4 9
-0.0 5
0.44
1 .2 8
1.5 6
0.75
-0 .1 4
-0.3 8
-0 .4 6
-0.1 1
0 .4 9
0.54
-0.6 60.3 0
-1.3 0
-1 .15
0 .8 0
0.4 8
-0.5 2
-0.350.1 5
0.55
1.23
1.2 6
0 .19
-0 .22
-0.55
0.61
-0 .5 1
0.3 4
1.6 0
1.4 62 .8 0
2 .9 1
2 .99
3 .1 1
2 .6 5
3 .11
3.15
2.7 3
2.62
2 .58
2.50
3.5 0
2.52
2.4 3
2.37
2 .2 9
2 .2 8
2 .11
2 .11
2 .0 3
2 .04
2 .0 6
2 .08
2 .0 8
2.59
2 .6 3
2.0 5
2.05
2 .03
2.0 4
1 .95
1.93
1.83
1.86
1 .77
1.60
-0 .05
-0 .4 1
0.0 8
0 .0 2
0.13
-0.62
0.3 9
0 .3 1
0 .20
0.130.1 4
-1 .13
-1 .200.1 5
0 .12 -0 .6 3
-0.7 90.11
0 .15
0 .13
-0 .7 3-0 .72
0 .18
0.14
-0 .46
-0 .78
0 .0 9
0.05
0 .11
0.4 6
0.2 3
0.27
-0 .5 6
-1 .40
1.4 5
0 .43
0.7 21.55
1 .73
1.4 0
1 .2 2
1.88
1 .1 2
0 .78
0 .25
-0.36
0.01
0.0 8-0.3 6
-0.5 6
-0 .02
-0 .04
-0.4 5
-0 .50-0.0 6
1.5 4
1 .07
0 .76
0.58-1 .38
-0 .59
0.50
0 .82
1.2 9
1.22
1.87
1.8 6
2.0 1
0.770 .70
1 .8 9
2 .0 3
-0 .0 3
-0.09
-0.40
-0.56
1.1 1
1.45
0 .74
-0.3 7-0 .0 9
0.00
-0.48
0 .2 0
0.59
0 .7 6
2.0 1
1.95
2.03
2.1 4
2 .2 1
2 .27
2.25
2.28
2 .3 9
2.48
2 .54
2.5 6
2 .6 2
1.0 9
0.8 2
0.81
0 .46
1.20
0.6 5
-0.0 3-0 .63
-0 .1 3
-0 .1 2
-0.6 1
-0 .7 5-0.1 9
-0.15
-0.8 6
-0.510.6 5
0 .6 4-1 .95
0 .64
0.66
-2 .45
0 .6 8
-0 .3 80.6 50 .6 5
0 .640.64
0 .62
-2.5 9
-1.82 0.65
-1 .86
0.6 3
1 .1 5
1 .95
1 .9 0
0.69
0.75
1.93
0.79
0.91
0.9 1
1 .38
0.08
-0.5 4
-0 .5 8
0.17
0.05
-0 .75
-0 .81
0.0 1
0 .05
-0 .6 9
1 .76
1 .81
-0 .75
0.13
0 .04
-0 .54
1.56
1 .6 1
-0.1 1
-0 .8 3
-0 .79
0 .300.34
0.4 0 1 .03
1.08
1 .0 6
1.82
1.501.7 8
1.71
1.82
0.7 5
0 .80
0.7 9
0.6 5
0 .77
-4 .06
0 .6 3
0.70-4 .0 7
0.710 .7 0
-3.3 80 .7 1
-2 .09
0 .70
-2 .3 4
0.6 3
0.6 2
0 .6 4
0 .6 7
0.6 8
0.70
-2 .8 7
0.66
-2 .3 6
0.6 6
-1.92
0.70
-0.6 50.6 5
0 .7 22 .5 9
2 .5 7
0.9 5
0.52
0.5 3 0.5 1
0 .55
0.5 8
0.4 9
0.5 60.58
0.58
0.60
-6 .2 1
-6.2 5
-5.20
-4 .5 2
-3 .4 4
-2 .52
-2 .41
-3.1 0
-3.77
-5.7 1
-6 .37
-5 .28
-5.68
-4.8 9
-2.28
-1.20
-6.3 5
-5 .36
-6 .20
-6 .6 5
-7 .18
-5 .0 8
-5.37
-6 .16
-4 .77
-1 .03
-5 .43
-4 .1 5
-3.95
-5 .9 9
-6 .26
-6.36
-6.34
-6 .28
-5 .5 9
-6 .69
-7 .40
-7 .1 6
-7 .68
-7 .6 3
-6 .70
-5 .35
-5.7 3
-6 .41
-5 .60
-0 .43
-0 .35
-0.36
-0.4 4
-0 .5 0
-0 .55
-6.0 3
-6.56
-6.7 7
-8 .09
-7 .0 5
-5 .41
-6.48
-5.43
-8 .1 9
-6.6 2
-7.27
-7 .78
-5.6 9
-5 .3 5
-4 .13
-6 .1 5
-4 .1 5
-2 .15
-2.51
-2 .4 5
-2.9 0
1P
2P
-1.5 8
-0.4 4
-6.49
1 .53
-0 .73-0 .92
-1 .3 1
-5 .82
-6.26
b eton sk i p la to
ka men i p la to
as fa ltn i p ut
as fal tn i p ut
as fal tn i p ut
kam en i p la to
kam
eni p
lato
kam
eni p
lato
k ameni p la
to
k ameni p la
to
kam
eni p
lato
as fal tn i p ut
a sfal tni pu t
as fa ltn i p ut
as fa ltn i p ut
a sfal tni pu t
asfaltni put
a sfal tni p ut
p la ža
ka men i p la to
kame
ni pl
ato
kam
eni p
lato
-6.49
1.5 3
-0 .73-0 .92
-1 .3 1
-5 .82
-6.26
-1.5 8
-4 .5 4
-0.4 4
-6.49
-2 .65
-2.97
-5.87
-5 .76
-3 .4 0
-1.89
-2.2 0
-2.81
-2.92
-1.4 7
-1.63
-2 .76
-2.8 3
-4.19
-2 .7 7
-2 .1 1
-1.2 8
-2.0 4
-5.00
-2 .8 5
-2 .6 9
-4 .17
-5 .1 4
-6 .3 8
-4.1 9
-4 .86
-4.0 0
-3 .84
-5 .94
-3 .6 2
-2 .5 9
-2.43
-3 .7 2
-3.4 4
-3.5 0
-4.59
-5.62
-5 .0 5
-0.5 1
-0.4 8
-0 .6 6
-0 .9 5
-1.2 3
-1 .38
-1 .4 2
-1.35
-1 .21
-1.0 4
-0 .9 6
-0.88
-0 .74
-0 .76
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-0 .92
-1 .0 0
-0 .84
-0.8 3
-1 .1 4
-1 .39
-1 .37
-1.1 9
-0.98
-1 .2 2
-1.54
-1 .6 4
-2.01
-2.3 8
-2.4 1
-2 .2 3
-2 .2 0
-2 .2 2
-2 .19
-2 .29-2.4 1
-2 .3 8
-2 .42
-2 .4 7
-2 .4 9
-2.4 2
-2 .42
-2 .46
-2 .51
-2 .54
-2 .50
-2 .4 4
-2 .2 4
-2.0 9
-2.0 0
-1.73
-1.4 6
-1 .41
-1.5 4
-1.69
-1 .7 9
-2 .01
-2 .0 5
-2 .16
-2 .15
-2 .1 6
-1.8 5
-1 .6 0
-1 .60
-1.42
-1.1 6
-0.9 6
-1 .27-1 .77
-2 .21
-2 .4 1-2 .44
-2.5 3
-2 .53
-3 .4 2
-4 .35
-2 .1 1
-2.6 4-3 .78
-4 .45
-3 .51
-3 .2 6-2 .6 8
-2 .3 1
-2.5 2
-2 .9 0
-3 .76
-3 .22
-2 .7 7
-4 .04
-4.7 8
-5 .06
-6 .0 4
-5.71
-4 .6 2
-4 .9 1
-5 .1 9
-4 .9 7
-3.9 4
-5.0 8
-4 .90
-5.01
-5 .9 2
-5 .5 2
-5.9 8
-6.0 0
-5 .84
-6 .2 1-3 .4 1
-3 .43
-5 .0 4
-5 .34
-2.7 2
-2 .79
-2 .6 6
-2 .1 5
-2.9 2-2.9 2-3 .56
-4 .00-4.16-4 .23
-4.1 2
-4.7 4
-5.37
-5.8 2
-6 .03-4.8 1
-4.6 8-5 .74
-6 .0 8
1 .6 8
1.68
1 .5 0
1.39
1.6 4
1.6 8 1.7 4
1.4 61.40
1 .3 9
1 .6 7
1.99
1.30
1.43
1.52
1.4 8
1.48
1 .4 8
1 .4 4
1.4 6
1 .2 7
1 .22 1 .17
1.2 6
1.24
1.28
1.17
1 .0 7
1 .0 5
1 .14
0 .9 8
0 .91
0.93
0 .87
0.8 0
0 .8 5
0 .81
0.8 0
0 .83
0 .81
0 .87
0 .8 7
0.87
0 .8 8
0 .90
0 .88
0.9 5
1 .04
0 .9 6
1 .0 7
0 .8 8
0 .8 3
0.83
0.850.84
1.0 0
0.7 7
1.1 2
1 .0 7
1.0 1
1.1 4
1 .14
1 .13
1.11
0.97
1 .01
0.9 2
0 .8 7
0 .86
0 .85
0.8 6
0 .8 7
0 .8 5
1.0 7
1.03
1.29
1 .0 3
0 .7 4 0 .9 8
0.8 8
0 .9 9
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0 .9 2
0 .9 00 .9 1
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0.90
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0.9 0
0.8 6
0 .76
0.6 8
0 .6 2
0.89
0.6 1
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0 .7 4
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0.7 2
0.75
0 .75
0 .65
0.62
0 .9 3
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0.86
0 .7 6
0 .69
0 .63
0.63
0 .7 6
0 .83
0 .85
0.8 7
0 .75
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0 .75
0.7 5
0.73
0.76
0.86
0 .84
0 .7 6
0 .7 2
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0.77
0.77
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0 .87
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1.06
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1 .16
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1 .48
1.53
1 .49
1.7 6
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1 .08
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0.6 5
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1.31
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1.480.8 6
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1 .53
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0.86
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-0.69
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-0 .2 6
-0.3 5
-0.61
-0.71
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-1.49
-1.3 5
-1 .34
-1 .0 8
-0 .9 9
-0.9 4
-0.81
-0.66
-0.86
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-1.0 5
-0 .74
-0 .93
-1.3 4
-1 .4 4
-1 .2 9
-1.0 8
-0 .8 7
-1.56
-1 .53
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-2 .28
-2 .49
-2 .3 2
-2.1 5
-2 .24
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-2.1 7
-2 .4 2
-2 .39
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-2 .4 5
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0 .81
0 .7 8
0.14
0 .80
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0.75
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0.78
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0.81
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0.8 0
0.790.1 6
0.8 1
0 .78
0 .81
0 .7 7
0.7 5
0 .8 0
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0 .79
0.78
0.87
0.85
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0 .8 40 .88
0.89
0 .8 5
0.8 4
0 .7 7
0.78
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0 .79
0 .7 9
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0.9 1
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0 .82
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0.920.80
0.78
0.7 6
0 .7 8
0.7 2
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0.68
0.8 80.70
0 .73
0 .7 6
0 .75
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0.67
0 .7 0
0.67
0.6 6
0.6 00.56
0.6 30.66
-2.4 9
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-0 .99
-0 .93
-1 .38
-1.46
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-1.4 6
-2.2 3
-2 .09
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-1.99
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-1 .82
-1.77
-1 .62
-1.4 8
-1 .3 3
-1 .58
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-2.13
-2.0 6
-2 .41
-2 .47
-2.54
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-2 .38
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-2 .46
-2 .37
-2 .4 8
-1.3 6
-1.04-1 .3 1
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-1 .3 1
-2 .99
-2.77
-2 .49
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-2 .0 0
-2 .40
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-3.46
-3 .24
-3 .3 6
-3.34
-3.8 9
-4 .17
-4.2 1
-3 .67
-4.70
-5.3 1
-5.58
-3.78
-4.70
-6 .30
-6.2 1
-5 .52
-5 .67
-6.34
-6 .54
-6.4 4
-5 .59
-4.47
-4 .9 4
-4.44
-3.7 7
-3 .5 7
-2.7 5
-3 .3 0
-4.2 7
-4 .6 3
-4 .8 0
-4 .6 5
-4 .58
-4 .1 2
-4 .12
-3 .8 5
-4.94
-5.1 2
-5.1 5
-5 .22
-5.1 5
-4 .79
-3 .7 4
-4.09
-5 .4 6
-5 .8 0
-5 .6 3
-5 .53
-5.5 1
-5.18
-5.56
-5 .50
-5.5 2
-5.97
-6 .12
-5.93
-6.49
-6 .14
-6 .33
-6.2 4
-5 .9 7
-5 .82
-6.26
-5.64
-4.63
-6 .34
-6 .07
-5 .62
-4.89
-3 .45
0.81
0 .76
0.77
0.72
0 .72
0 .67
0.70
0.74
0.8 0
0 .750 .7 2
0.7 30.71
0.7 7
0.7 6
0.79
0.77
0.82
0.78
0 .7 8
0.7 8
0.7 8
0.75
0.77
0.6 9
0 .73
0 .8 0
0 .7 8
0 .6 6
0.6 9
0 .76
0.7 5
0 .7 2
0.6 4
0 .610.6 2
0.73
0.76
0.7 8
0 .7 6
0 .7 4
0.7 5
0 .7 5
0 .7 3
0 .76
0 .7 50.78
0 .79
0.88
0 .980.9 9
1.171 .1 9
1.2 3
1 .3 1
1.3 5
1.1 7
1 .3 0
1.331.35
1.5 5
LEGENDA:
LINIJA GRAĐEVINE
OBUHVAT ZAHVATA
SITUACIJSKO RJEŠENJE
MJ. 1:500
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
SITUACIJSKO RJEŠENJESadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
Broj projekta:
956/17OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 500
1.
02/17-GPZ.O.P: GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
lipanj 2018.
-
Jadransko more
Jadransko more
asfaltni put
asfaltni put
asfa
ltni p
ut
betonski put
betonski put
betonski put
-0.52
-0.44
-0.64
-3.55
-3.76-3.80
-3.90
-0.49
-0.61
-0.69
-0.76
-0.61
-0.68
-0.72
-0.75
-4.01
-0.78 -0.67
-0.56
-3.50
-3.61
-3.73
-3.84
-3.96
-2.41
-2.73
-3.06
-0.94-1.40
-0.41
-0.44
-0.52
-0.67-1.31
-1.95
-2.01
-2.21
-2.40
-1.83
-1.84
-1.85-2.15
-2.21
-2.28
-2.70
-3.05
-3.41
-3.32
-3.55
-2.58
-2.75
-2.93
-2.44
-2.46
-2.49
-2.75-2.98
-3.21
-2.49
-2.62
-2.74
-2.07
-2.21
-1.28
-0.39
-0.44
-0.40
-0.46
-1.02
-0.82
-0.61
-0.45
-0.51
-0.47
-0.60
2.24
2.092.11
0.45
0.300.29
0.60
1.411.38
2.482.652.71
2.48
1.031.02
0.70
0.750.87 0.90
1.12
3.01
-0.40-0.40-0.40
-0.27
-0.05
1.471.15
0.70
0.400.40
0.60
2.721.81
0.900.90 0.61
0.720.72 -0.90
-0.080.11
-0.09
-0.89-0.85
0.550.35
0.55
0.68
-0.52
1.06
0.901.80
1.10 0.58-0.08
0.45
0.40
0.36
0.300.88
1.44
0.20
0.20
4.37
4.04
3.70
3.64
3.33
3.47
4.04
4.10
4.30
4.172.90
3.664.40
4.06
3.803.66
3.56
3.40
3.30
3.053.05 2.96
2.79 2.65 2.55 2.422.25
2.062.06 1.941.94 1.86
1.78
1.68
1.580.641.63
1.730.75
0.72-0.09
-0.55
2.15
2.122.62
-0.55
-6.13
-0.91
-0.50
-0.48
-0.49
-0.52
-0.42
-0.49
-0.36
-0.36
-0.66
-0.70
-0.48
-0.55-0.50
-0.39
-0.84
-0.98
-0.56
-0.42
-0.53
-0.38
-0.48
-0.50
-0.62
-0.53
-0.45
-1.55
-4.15
-3.63
-4.86
-6.02
-5.87
-6.74
-4.85
-2.26
-1.56 -3.68
-5.71
-6.04
-4.74
-3.80-5.09
-3.73
-2.57
-6.10
-0.52-0.48
-5.78
-5.44
-6.03
-2.96
-4.79
-6.08 -6.32
-6.06
-6.39
-6.12
-5.72
-6.02
-5.78
-5.13
-5.97
-5.86
-6.07
-6.37
-6.46
-7.32
-5.98
-6.56
-7.82
-6.63
-6.88
-6.85
-7.27
-6.90
-7.14
-6.57
-6.78
-6.45
-6.10
-6.00
-6.38
-6.47
-6.45
-6.79
-7.04
-7.05
-7.48
-7.42
-7.71
-3.29
-7.01
-5.18
-6.04
-7.71
-7.95
-7.92
-8.03
-3.43
-4.19
-3.32
-6.89
-7.78
-7.37
-5.73
-5.29
-4.90
-2.98
-5.10
-3.26
-3.17
-5.79
-0.36
-5.96
-6.12
-5.90
-6.03
-5.96
-6.06-5.93
-7.57
-7.30
-7.54
-6.63
-6.99
-7.28
-7.52
-6.27
-2.03
-5.01
-1.96
-4.87
-6.91
-6.92
-4.86
-3.33
-7.17
-7.66
-7.90
-7.98
-7.34
-7.40
-6.39
-5.00
-5.74
-4.27
-7.35
1.96
2.88
3.25
3.513.66
4.61
4.50
4.46
4.10
3.64
3.48
3.39
3.393.29
2.432.69
2.32 1.94
1.63
-0.55
-0.27
0.41
0.82
0.71
0.45
-0.21-0.54-0.46
-0.20
0.38
0.520.64
0.40
-0.05-0.33
-0.38-0.23
0.47
0.69
0.67
1.11
1.30
0.75
0.20-0.61
-0.160.23-0.67
0.49-0.05
0.441.281.56
0.75
-0.14-0.38
-0.46-0.11
0.49
0.54
-0.660.30
-1.30-1.15
0.80
0.48-0.52
-0.350.150.55
1.23
1.26
0.19-0.22
-0.55
0.61
-0.51
0.34
1.60
1.462.80
2.91
2.993.11
2.653.11
3.152.73
2.622.58
2.503.50
2.52
2.43
2.37
2.29
2.28
2.11
2.112.032.042.06
2.08
2.08
2.05 2.05
-0.05
-0.410.08
-0.63
1.12
0.78
0.25-0.36
0.01
0.08-0.36
-0.56-0.02
-0.04-0.45
-0.50-0.06
0.76
0.58-1.38
-0.590.50
0.82
2.010.77 0.70
1.89
2.03
-0.03
-0.09-0.40
-0.56
1.11
1.45
0.74
-0.37-0.09
0.00 -0.48
0.20
0.590.76
2.01
1.95
2.03
2.14
2.21
2.27
2.252.28
2.39
2.48
2.54
2.56
2.62
1.090.82
0.81
0.46
1.20
0.65
-0.03 -0.63-0.13
-0.12-0.61
-0.75-0.19
-0.15
-0.86
-0.510.65
0.64-1.95
0.64
0.66
-2.45
0.68
-0.380.650.65
0.640.64
0.62-2.59
-1.820.65
-1.86
0.63
1.15
1.95
1.90
0.690.751.93
0.79
0.91
0.91
1.38
0.08
-0.54
-0.580.17
0.05-0.75
-0.810.01
0.05-0.69
1.76
1.81
-0.750.13
0.04-0.54
1.56
1.61
-0.11-0.83
-0.790.300.34
0.401.031.081.06
1.821.501.78
1.711.82
0.75
0.80
0.79
0.650.77
-4.06
0.63
0.70-4.07
0.710.70
-3.380.71
-2.090.70
-2.340.63
0.62
0.64
0.67
0.68
0.70
-2.870.66
-2.360.66
-1.920.70
-0.650.65
0.722.59
2.57
0.94
0.950.520.530.51
0.55
0.580.490.560.580.58
0.60
-6.21
-6.25
-5.20
-4.52
-3.44
-2.52
-2.41
-3.10
-3.77
-5.71
-6.37
-5.28
-5.68
-4.89
-2.28
-1.20
-6.35
-5.36
-6.20
-6.65
-7.18
-5.08
-5.37
-6.16
-4.77
-1.03
-5.43
-4.15
-3.95
-5.99
-6.26
-6.36
-6.34
-6.28
-5.59
-6.69
-7.40
-7.16
-7.68
-7.63
-6.70
-5.35
-5.73
-6.41
-5.60
-0.43
-0.35
-0.36
-0.44
-0.50
-0.55
-6.03
-6.56
-6.77
-8.09
-7.05
-5.41
-6.48
-5.43
-8.19
-6.62
-7.27
-7.78
-5.69
-5.35
-4.13
-6.15
-4.15
-2.15
-2.51
-2.45
1P
2P
-1.58
-0.44
-6.49
1.53
-0.73-0.92
-1.31
-5.82
-6.26
betonski pla to
kameni plato
asfa ltni put
asfaltni put
asfaltni put
kameni plato
kam
eni p
lato
kam
eni p
lato
kameni plat
o
kameni pla
to
kameni plato
asfa ltni put
asfaltni put
asfaltni put
asfaltni put
asfaltni put
asfa ltni put
asfaltni put
plaža
kameni plato
kame
ni pla
to
kam
eni p
lato
-6.49
1.53
-0.73-0.92
-1.31
-5.82
-6.26
-1.58
-4.54
-0.44
-6.49
-2.65
-2.97
-5.87
-5.76
-3.40
-1.89-2.20
-2.81
-2.92
-1.47
-1.63
-2.76
-2.83
-4.19
-2.77
-2.11
-1.28
-2.04
-5.00
-2.85
-2.69
-4.17
-5.14
-6.38
-4.19
-4.86
-4.00
-3.84
-5.94
-3.62
-2.59
-2.43
-3.72
-3.44
-3.50
-4.59
-5.62
-5.05
-0.51-0.48
-0.66
-0.95
-1.23
-1.38
-1.42
-1.35
-1.21
-1.04
-0.96
-0.88
-0.74-0.76
-0.82-0.92
-1.00
-0.84
-0.83
-1.14
-1.39
-1.37
-1.19
-0.98-1.22
-1.54
-1.64
-2.01
-2.38-2.41
-2.23-2.20
-2.22-2.19
-2.29-2.41
-2.38
-2.42
-2.47
-2.49
-2.42-2.42
-2.46
-2.51
-2.54-2.50
-2.44-2.24
-2.09
-2.00
-1.73
-1.46
-1.41
-1.54
-1.69
-1.79
-2.01
-2.05
-2.16
-2.15
-2.16
-1.85
-1.60
-1.60
-1.42
-1.16
-0.96-1.27-1.77-2.21
-2.41-2.44-2.53-2.53
-3.42
-4.35
-2.11
-2.64-3.78
-4.45
-3.51
-3.26 -2.68
-2.31
-2.52
-2.90-3.76
-3.22
-2.77
-4.04
-4.78
-5.06
-6.04
-5.71
-4.62
-4.91-5.19
-4.97
-3.94-5.08
-4.90
-5.01
-5.92
-5.52
-5.98
-6.00
-5.84
-6.21 -3.41
-3.43
-5.04
-5.34
-2.72
-2.79
-2.66
-2.15-2.92-2.92-3.56
-4.00-4.16-4.23
-4.12
-4.74-5.37
-5.82
-6.03 -4.81
-4.68-5.74
-6.08
1.68
1.68
1.50
1.39
1.64
1.68 1.74
1.46 1.40
1.39
1.671.99
1.30
1.43
1.521.48
1.481.48
1.441.46
1.27
1.221.171.261.24
1.28
1.17
1.07
1.05
1.14
0.98
0.91
0.93
0.87
0.80
0.85
0.81
0.80
0.83
0.81
0.87
0.87
0.87
0.88
0.90
0.88
0.95
1.04
0.961.07
0.88
0.83
0.83
0.850.84 1.00
0.77
1.12
1.07
1.011.14 1.14
1.13
1.110.97
1.01
0.920.87
0.860.850.86
0.870.85
1.07
1.03
1.29
1.03
0.740.98
0.88
0.99
1.02
0.92
0.900.91
0.950.90
0.950.96
1.271.30
1.02
0.87
0.900.86
0.76
0.68
0.62
0.89
0.61
0.720.75
0.74-0.04
0.72
0.75
0.75
0.65
0.62
0.93
0.82
0.80 0.85
1.00
0.86
0.76
0.69
0.630.63
0.76
0.83
0.850.87
0.750.74
0.75
0.75
0.730.76
0.86
0.84
0.76
0.72
0.74
0.770.77
0.80
0.87
1.02-0.23
1.06
0.421.16
-0.23
-0.01
1.41
1.48
1.531.491.76
0.85
1.08
0.75
0.65
0.07-0.09
0.99
1.311.34
0.97
1.111.40
1.480.86
0.90
1.811.81
1.67
1.53
-0.16-0.21
0.86
-0.15
-0.20
-0.29
-0.37
-0.73-0.92
-0.40
-0.51
-0.57
-0.69
-0.67
-0.26
-0.35
-0.61
-0.71
-1.20
-1.27
-1.49
-1.35
-1.34
-1.08
-0.99
-0.94
-0.81-0.66
-0.86-0.79
-1.05
-0.74
-0.93
-1.34
-1.44
-1.29
-1.08
-0.87-1.56
-1.53-1.74
-2.28-2.49
-2.32-2.15
-2.24-2.20
-2.17-2.42
-2.39
-2.38
-2.45
-2.49
0.81
0.780.140.80
0.810.79
0.740.75
0.75
0.790.82
0.840.850.82
0.780.770.83
0.81
0.79
0.820.86
0.79
0.790.80
0.790.160.81
0.78
0.81
0.77
0.75
0.800.82
0.790.78
0.87 0.85
1.070.840.88
0.89
0.850.84
0.77
0.78
0.79
0.75
0.79
0.79
0.950.910.92
0.81
0.810.15
0.750.78
0.740.12
0.73
0.74
1.020.81
0.98
0.88
0.830.79
0.76
0.87
0.81
0.80
0.82
0.95
0.94
0.920.80
0.780.76
0.78
0.72
0.71
0.68
0.880.700.73
0.760.75
0.77
0.750.67
0.70
0.670.660.600.560.630.66 -2.49 -2.57 -2.49 -2.39 -2.43 -1.99 -1.56 -0.99
-0.93
-1.38
-1.46
-1.73
-1.46
-2.23
-2.09
-2.21
-2.11
-1.99
-2.03
-1.82
-1.77
-1.62
-1.48
-1.33
-1.58
-1.87
-2.13
-2.06-2.41
-2.47
-2.54-2.55-2.38
-2.47
-2.46-2.37
-2.48
-1.36
-1.04-1.31
-1.15
-1.31
-2.99
-2.77
-2.49
-2.37
-2.00
-2.40
-2.90
-3.46
-3.24
-3.36
-3.34
-3.89
-4.17
-4.21
-3.67
-4.70
-5.31
-5.58
-3.78
-4.70
-6.30
-6.21
-5.52
-5.67
-6.34
-6.54
-6.44
-5.59
-4.47
-4.94
-4.44
-3.77
-3.57
-2.75-3.30
-4.27
-4.63
-4.80
-4.65
-4.58
-4.12
-4.12
-3.85
-4.94
-5.12
-5.15
-5.22
-5.15
-4.79
-3.74-4.09
-5.46
-5.80
-5.63
-5.53
-5.51
-5.18
-5.56
-5.50
-5.52
-5.97
-6.12
-5.93
-6.49
-6.14
-6.33
-6.24
-5.97
-5.82
-6.26
-5.64-4.63
-6.34
-6.07
-5.62
-4.89
-3.45
0.81
0.76
0.77
0.720.72
0.67
0.70
0.74
0.80
0.750.72
0.730.71
0.77
0.76
0.79
0.77
0.820.78
0.78
0.78
0.78
0.75
0.77
0.69
0.73
0.80
0.78
0.66
0.69
0.76
0.75
0.72
0.640.610.62
0.73
0.76
0.78
0.76
0.74
0.75
0.75
0.73
0.76
0.750.78
0.79
0.88
0.980.99
1.171.191.23
1.31
1.35
1.17
1.30
1.331.35
1.55
IZRADIO Jerko Leventić, dipl. ing. geod.
OVJERAVA: Jerko Leventić, dipl. ing .geod.
GEODETSKA PODLOGA
GEOGRAPHICA d.o.o.PODUZEĆE ZA GEODETSKE POSLOVE-SPLIT
NARUČITELJ
SADRŽAJ
PREDMET
BROJ S 05-11/16
GEODETSKI SITUACIJSKI NACRT
DATUM studeni, 2016.
OPĆINA POSTIRAPolježice 2, Postira
S
GEODETSKO -HODROGRAFSKI SNIMAKPOSTOJEĆEG STANJA
MJ. 1:500
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
GEODETSKO -HODROGRAFSKI SNIMAK POSTOJEĆEG STANJASadržaj:
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
02/17-GPZ.O.P:
Broj projekta:
956/17OBALA d.o.o. SPLIT GL. I GEOTEHNIČKI PROJEKT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici:
Strukov.odredn.:Razina proj:
lipanj 2018.
GRAĐEV. PROJEKT
Datum:
List br.
Mjerilo: 1 : 500
2.
-
0.49
0.560.58
0.58
0.60
-6.03
1P
-5.82
betonski plato
kameni plato
asfaltni put
asfaltni put
kameni plato
kameni plato
kameni plato
kameni plato
kameni plato
kameni
plato
asfaltni put
asfaltni put
asfaltni put
asfaltni put
asfaltni put
kameni plato
kameni plato
kameni plato
-5.82
-2.65
-2.97
-5.87
-5.76
-3.40
-1.89
-2.20
-2.81
-2.92
-1.47
-1.63
-2.76
-2.83
-4.19
-2.77
-2.11
-1.28
-2.04
-5.00
-2.85
-2.69
-4.17
-5.14
-4.19
-4.86
-4.00
-3.84
-5.94
-3.62
-2.59
-2.43
-3.72
-3.44
-3.50
-4.59
-5.05
-0.51
-0.48
-0.66
-0.95
-1.23
-1.38
-1.42
-1.35
-1.21
-1.04
-0.96
-0.88
-0.74
-0.76
-0.82
-0.92
-1.00
-0.84
-0.83
-1.14
-1.39
-1.37
-1.19
-0.98
-1.22
-1.54
-1.64
-2.01
-2.38
-2.41
-2.23
-2.20
-2.22
-2.19
-2.29-2.41
-2.38
-2.42
-2.47
-2.49
-2.42
-2.42
-2.46
-2.51
-2.54
-2.50
-2.44
-2.24
-2.09
-2.00
-1.73
-1.46
-1.41
-1.54
-1.69
-1.79
-2.01
-2.05
-2.16
-2.15
-2.16
-1.85
-1.60
-1.60
-1.42
-1.16
-0.96
-1.27-1.77
-2.21
-2.41-2.44
-2.53-2.53
-3.42
-4.35
-2.11
-2.64-3.78
-4.45-3.51
-3.26-2.68
-2.31
-2.52
-2.90
-3.76
-3.22
-2.77
-4.04
-4.78
-5.06
-6.04
-5.71
-4.62
-4.91
-5.19
-4.97
-3.94-5.08
-4.90
-5.01
-5.92
-5.52
-5.98
-6.00
-5.84
-6.21-3.41
-3.43
-5.04
-5.34
-2.72
-2.79
-2.66
-2.15
-2.92-2.92
-3.56
-4.00-4.16
-4.23
-4.12
-4.74-5.37
-5.82
-6.03-4.81
-4.68-5.74
-6.08
1.27
1.221.17
1.26
1.241.28
1.17
1.07
1.05
1.14
0.98
0.91
0.93
0.87
0.80
0.85
0.81
0.80
0.83
0.81
0.87
0.87
0.87
0.88
0.90
0.88
0.95
1.04
0.96
1.07
0.88
0.83
0.83
0.85
0.77
1.07
1.01
1.141.14
1.13
0.86
0.85
0.86
0.87
0.85
1.07
1.03
1.29
1.03
0.740.98
0.88
0.99
1.02
0.92
0.900.91
0.95
0.90
0.95
0.961.02
0.87 0.90
0.86
0.76
0.68
0.62
0.89
0.61
0.720.75
0.74
-0.04
0.72
0.75
0.75
0.65
0.62
0.93
0.82
0.800.85
0.86
0.76
0.69
0.63
0.63
0.76
0.83
0.85
0.87
0.75
0.74
0.75
0.75
0.73
0.76
0.86
0.84
0.76
0.72
0.74
0.77
0.77
0.80
0.87
1.02
-0.231.06
0.42
1.16
-0.23
-0.01
0.65
0.07
-0.09
-0.51
-0.57
-0.69
-0.67
-0.26
-0.35
-0.61
-0.71
-1.20
-1.27
-1.49
-1.35
-1.34
-1.08
-0.99
-0.94
-0.81
-0.66
-0.86
-0.79
-1.05
-0.74
-0.93
-1.34
-1.44
-1.29
-1.08
-0.87
-1.56
-1.53
-1.74
-2.28
-2.49
-2.32
-2.15
-2.24
-2.20
-2.17
-2.42
-2.39
-2.38
-2.45
-2.49
0.81
0.78
0.14
0.80
0.810.79
0.74
0.75
0.75
0.79
0.82
0.84
0.850.82
0.78
0.770.83
0.81
0.79 0.82
0.86
0.79
0.79
0.80
0.790.16
0.81
0.78
0.81
0.77
0.75
0.80
0.82
0.79
0.78
0.87
0.85
1.07
0.840.88
0.89
0.85
0.84
0.77
0.78
0.79
0.75
0.79
0.79
0.95
0.91 0.92
0.81
0.81
0.15
0.750.78
0.74
0.12 0.73
0.74
1.020.81
0.98
0.88
0.83
0.79
0.76
0.81
0.80
0.82
0.80
0.78
0.76
0.78
0.72
0.71
0.68
0.70
0.73
0.76
0.75
0.77
0.75
0.67
0.70
0.67
0.66
0.600.56
0.630.66
-2.49
-2.57-2.49
-2.39
-2.43-1.99
-1.56
-0.99
-0.93
-1.38
-1.46
-1.73
-1.46
-2.23
-2.09
-2.21
-2.11
-1.99
-2.03
-1.82
-1.77
-1.62
-1.48
-1.33
-1.58
-1.87
-2.13
-2.06
-2.41
-2.47
-2.54
-2.55
-2.38
-2.47
-2.46
-2.37
-2.48
-1.36
-1.04-1.31
-1.15
-2.99
-2.77
-2.49
-2.37
-2.00
-2.40
-2.90
-3.46
-3.24
-3.36
-3.34
-3.89
-4.17
-4.21
-3.67
-4.70
-5.31
-5.58
-3.78
-4.70
-6.30
-6.21
-4.47
-4.94
-4.44
-3.77
-3.57
-2.75
-3.30
-4.27
-4.63
-4.80
-4.65
-4.58
-4.12
-4.12
-3.85
-4.94
-5.12
-5.15
-5.22
-5.15
-4.79
-3.74
-4.09
-5.46
-5.80
-5.63
-5.53
-5.51
-5.18
-5.56
-5.50 -5.52
-5.97
-6.12
-5.93
-6.49
-6.14
-6.33
-6.24
-5.97
-5.82
-4.63
-6.07
-5.62
-4.89
-3.45
0.81
0.76
0.72
0.72
0.67
0.70
0.74
0.80
0.750.72
0.730.71
0.77
0.76
0.79
0.770.82
0.78
0.78
0.78
0.78
0.75
0.77
0.69
0.73
0.800.78
0.66
0.69
0.76
0.75
0.72
0.64
0.610.62
0.73
0.76
0.78
0.76
0.74
0.75
0.75
0.73
0.76
0.750.78
0.79
0.88
0.980.99
1.171.191.17
515192
277
415
192
70
20
50
1248
2585
betonsk
i temelj z
a
ugradnju
panelno
g zida
192
48
192
48
230
269
240
380
50
1:1,5
192
4824
0
231
190
194
48
242
194
4824
2
231
186
380
193
48
241
192
48
515
240
230
230
240
192
4824
0
2411
93
48
230
224
515
380231
186
194
4824
2
194
48
242
192
48
240
380
230
181
231
182
242
48
194
194
48 242
194
48
242
231
197
19248 240
230
230
19248
19248
240
240
19248
239
239220
192
48240
515
1086
151
240
515
519
1425
R920
R70
0
112
150
230
230
192
48
240
515
240
230
192
48240
230
192
48
240
12
70
4825
85
149
108
192196
R825
R104
5
380
695
926
257
192
48150
240
209
48
515
192
4824
0
230
192
48
240
230
515
192
4824
0
364
192
48
240 380
230
230
192
4824
0
240
192
4824
0
192
48
240
230
230
52
32
54
5254
32
5232
54
55
32
5452
52 32
54
52
54
3232
5486
54
32
52 32
8654
515
515 5286
5419
248
230
5286
54
192
48
5286
5419
248
32
5286
54
48
32
192
240
230
230
240
230
515
515
515
515
515
230
258
258
50 192 145
145
192
127 165
89
betonski temelj za
1248
2585
70
192
48
240
240
230
240 19
248
230
32
5452
32
5286
54
5286
54
192
4824
0
230
192
48230
3232
54
32
54
220
220
258
258
258
258
PLATO
3
4
6
8
7
11
12
15
9
2
5
1
10a
16a
11a
1a
10
13
14
11b
11c
S
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ1
1:1,5PZ1
1:1,5
PZ1
1:1,5
PZ1
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ1
1:1,5
PZ1
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ2
1:1,5
PZ1B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
B1B1
B1B1
B1B1
B1B1
B1B1
B1B1
B1B1
B1B1
B1 B1
B1 B1
B1B1
B1B1B1
B1
B1
B1B1
B1
B1B1
B1B1
B1B1B1
B1
B1
B1
B1B1
B1B1
B1B1
B1
B1
B1
B1
-1,15
-2,50
lučki isk
op
-2,50
-2,50
-2,50
-2,50
-1,15
-1,15
-1,15
-1,15
-1,15
16
B1
PZ2
PZ1
PZ2
-1,15
-1,15
-1,15
-1,15
-1,15
-1,15
-1,15-1,15
-2,50
-2,50
-2,50
-2,50
-2,50
donji rub nasipa
donji rub nasipa
donji rub nasipa
donji ru
b nasi
pa
rub nasip
a
rub nasipa
rub nasipa
donji rub nasipa
donji rub nasipa
donji rub nasipa
gornji rub iskopa
gornji rub iskopa
gornji rub
iskopa
donji rub iskopa
gornji rub iskopa
-0,05
-0,05
-0,05
-0,05
-0,05
-0,05
-0,05
-0,05
-2,50
-2,50gornji rub iskopa
donji rub iskopa
donji rub iskopa
donji rub
iskopa
donji rub iskopa
gornji rub iskopa
donji rub iskopa
donji rub iskopa
1:1
1:1,5
1:1,5
1:1,5
-1,15
±0,00
-2,25±0,00
-2,25-1,15
-2,25±0,00
-2,25-1,15
-2,25
±0,00
-2,25
-1,15
-2,25
±0,00
-2,25
-1,15
gornji rub iskopa
-2,25±0,00
-2,25-1,15
-2,25±0,00
-2,25
-1,15
-2,25
±0,00
-2,25±0,0
0
-1,15
-2,25
-1,15±0,00
-2,25±0
,00
-2,25
-1,15
-2,25
gornji rub
iskopa
gornji rub iskopa
gornji rub iskopa
gornji rub iskopa
1:1
1:1
-2,25±0,00
-2,25±0,00
-1,15-2,25
-2,25±0,00
-2,25±0,00
-2,25±0,00
-2,25±0,00
-1,40±0,00
-1,15-2,25
-1,15-2,25
-1,15-2,25
-1,15-2,25
112
1087
demonta
ža kame
ne kolon
e-stupa
(deponira
ti do pon
ovne ugr
adnje)
demontaž
a kamenih
stepenica
deponirat
o do pono
vne ugrad
nje
demontaža kamenih stepenicadeponirato do ponovne ugradnje
demontaža kamene kolone-stupa(deponirati do ponovne ugradnje)
demontaža kamene kolone-stupa(deponirati do ponovne ugradnje)
demontaža kamene kolone-stupa(deponirati do ponovne ugradnje)
demontaža kamene kolone-stupa(deponirati do ponovne ugradnje)
demontaža kamene kolone-stupa
(deponirati do ponovne ugradnje)
demontaža kamene kolone-stupa
(deponirati do ponovne ugradnje)
NOVA ISTOČNA OBALATLOCRT PODMORSKIH RADOVA
MJ. 1:150
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALATLOCRT PODMORSKIH RADOVA
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 150
3.
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
lipanj 2018.
-
11a
1a
OP
OP
OP OP
UN1a
UN1
PP1PP1
PP1PP1
5090
50110
575
575
OP
OP
OP OP
UN1a
UN1
PP1PP1
PP1PP1
5090
50110
575
575
OP
OP
OP OP
UN1a
UN1
PP1PP1
PP1PP1
5090
50110
575
575
OP
OP
OP OP
UN1a
UN1
PP1PP1
PP1PP1
5090
50110
575
575
OPOP
OPOP
UN
1a
UN
1
PP1PP1
PP1PP1
5090
50 110575
575
OPOP
OPOP
UN
1a
UN
1
PP1PP1
PP1PP1
5090
50 110575
575
OPOP
OPOP
UN
1a
UN
1
PP1PP1
PP1PP1
5090
50 110575
575
OPOP
OPOP
UN
1a
UN
1
PP1PP1
PP1PP1
5090
50 110575
575
OP
UN
2aUN2
OPOP
PP1PP1
PP1
440
110 50
50
OP
UN2a
UN2
OP
OP
PP1
PP1PP1
440
11050
50
OP UN2a
UN2
OP
OP
PP1
PP1
PP1
440
110
50
50
OP UN2a
UN2
OP
OPPP1
PP1PP1440
110
50
50
OP
OP
OP
OP
UN1a
UN1PP1
PP1PP1
PP1
50
9050
110
575
575
OP
OP
OP
OP
UN1a
UN1PP1
PP1PP1
PP1
50
9050
110
575
575
OP
OP
OP
OP
UN1a
UN1PP1
PP1PP1
PP1
50
9050
110
575
575
OP
OP
OP
OP
UN1a
UN1PP1
PP1PP1
PP1
50
9050
110
575
575
OPUN2a
UN2
OPOP
PP1PP1
PP1440
110
5050
OPUN2a
UN2
OPOP
PP1PP1
PP1
440
110
5050
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1 PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1 PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
OPUN2a
UN2
OP OP
PP1 PP1PP1
440
110
5050
PZ1
PZ
gornji rub iskopa
gornji rub iskopa
110
OP
OP
PP
PPPP
OP
OP
OP
PP1PP1
PP1
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP2
PPPP3
PP3
PP3
PP3
PP3
PP3
PP2
PP2
PP2
PP1PP1
PP1PP1
OPOP
OPOP
UN1a
UN1
OPOP OP
OP
UN1a
UN1
PP1 PP1PP1 PP1
5090
50
110
575
575
postojeće
kamene
stepenic
e
očistiti i p
onovno u
graditi
postojeće kamene stepeniceočistiti i ponovno ugraditi
PPPPPPPP2
151
32166
325286
54
4819
2
130
cijevi za odušak
UN2a
UN2
192
126119
32
142
+0,50
10
7080
174
198
R25
00
169
135171
134
192
192
R150
0
166
230
32
32 230
32
32230
32
32230
165
32
166
32
230
160
171
32
32230
131
32
32
R3000
R287
7
171
31
32
127
33
32 192
192
192
192
R1500171
32
32
231
R1500
17132
32
230194
128
166166 192
191
80
111
113
191
32
32
32
1087
1212
8010
70
140
140
13
13
166
32
32
166
166
32
32
32117 196
76
32
192
192
60132
192
192
R825
695
767
1070
28010
10
209
119
118166
32
32
166
192
300
16632
32
16632
32
16632
32
192
16632
32
192
16632
32
192
16632
32
192
16632
32
192 25
8
R200
101
80
170
98
216
cijevi za odušak
cijevi za o
dušak
cijevi za odušak
cijevi za odušak
80
+0,50
+0,50
+0,50
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+0,32
+0,32
+0,32
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575
575
3
4
6
8
7
11
12
15
9
2
5
1
10a
16a
11a
1a
10
13
14
11b
11c
1615
0
150
6767
ugradnja postojeće
kolone-stupa
ugradnja postojeće
kolone-stupa
ugradnja
postojeć
e
kolone-s
tupa
ugradnja postojećekolone-stupa
ugradnja postojećekolone-stupa
ugradnja postojećekolone-stupa
ugradnja postojećekolone-stupa
440
440
0.49
0.560.58
0.58
0.60
-6.03
1P
-5.82
betonski plato
kameni plato
asfaltni put
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kameni plato
kameni plato
kameni plato
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kameni
plato
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1.27
1.221.17
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1.241.28
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1.07
1.05
1.14
0.98
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0.87
0.80
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0.88
0.90
0.88
0.95
1.04
0.96
1.07
0.88
0.83
0.83
0.85
0.77
1.07
1.01
1.141.14
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0.86
0.85
0.86
0.87
0.85
1.07
1.03
1.29
1.03
0.740.98
0.88
0.99
1.02
0.92
0.900.91
0.95
0.90
0.95
0.961.02
0.87 0.90
0.86
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0.68
0.62
0.89
0.61
0.720.75
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1.02
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0.81
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0.14
0.80
0.810.79
0.74
0.75
0.75
0.79
0.82
0.84
0.850.82
0.78
0.770.83
0.81
0.79 0.82
0.86
0.79
0.79
0.80
0.790.16
0.81
0.78
0.81
0.77
0.75
0.80
0.82
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0.78
0.87
0.85
1.07
0.840.88
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0.85
0.84
0.77
0.78
0.79
0.75
0.79
0.79
0.95
0.91 0.92
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0.15
0.750.78
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0.12 0.73
0.74
1.020.81
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1.171.191.17
SNOVA ISTOČNA OBALA
TLOCRT NADMORSKIH RADOVA
MJ. 1:150
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALATLOCRT NADMORSKIH RADOVA
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 150
4.
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
lipanj 2018.
-
11a
1a
3
4
6
8
7
11
12
15
9
2
5
1
10a
16a
11a
1a
10
13
14
11b
11c
16
0.49
0.560.58
0.58
0.60
-6.03
1P
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betonski plato
kameni plato
asfaltni put
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kameni plato
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kameni plato
kameni plato
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plato
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-5.18
-5.56
-5.50 -5.52
-5.97
-6.12
-5.93
-6.49
-6.14
-6.33
-6.24
-5.97
-5.82
-4.63
-6.34
-6.07
-5.62
-4.89
-3.45
0.81
0.76
0.67
0.70
0.74
0.80
0.750.72
0.730.71
0.77
0.76
0.79
0.770.82
0.78
0.78
0.78
0.78
0.75
0.77
0.69
0.73
0.800.78
0.66
0.69
0.76
0.75
0.72
0.64
0.610.62
0.73
0.76
0.78
0.76
0.74
0.75
0.75
0.73
0.76
0.750.78
0.79
0.88
0.980.99
1.171.191.17 428
inox prst
en za pri
vez
inox prsten za privez
300
300
150
150
300
300
300
270
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300300
ugradnja postojećekolone-stupa
ugradnja postojećekolone-stupa
ugradnja postojećekolone-stupa
ugradnja
postojeć
e
kolone-s
tupa
ugradnja postojeće
kolone-stupa
ugradnja postojeće
kolone-stupa
kameni rubnjak
13x15 cm
kameni rubnjak
13x15 cm kameni r
ubnjak
13x15 cm
kamena poklopnica
19 x 39 cm
kamena poklopnica
19 x 39 cm
kamena
poklopni
ca
19 x 39
cm kamena poklopnica19 x 39 cm
150300
300
asfaltna
obrada
asfaltna obrada
asfaltna obrada
asfaltna obrada
uklop u postojeći teren
uklop u postojeći teren
uklop u postojeći teren
uklop u po
stojeći ter
en300
1524
540
300
15
245
40
+0,70
+0,70
+0,70
+0,70
+0,70
+0,70
+0,70
30015
185
40
60
300
15
24540
kameni pločnik
440
781
610
2015
525
811
515
277
1461
+0,10
300
kameni pločnik
kameni pločnik
kameni pločnik
kameni p
ločnik
300
15
245
40
uklop u postojeći teren
+0,77
+0,77
+0,74
+0,10
+0,70
+0,70
+0,70
+0,70
+0,70
inox prsten za privez
inox prsten za privez
300
300
300
300
300
300
300100
100300
300
300
kamena poklopnica19 x 39 cm
1524
540
300kameni pločnik
4092
258
300
1524
540
kameni rubnjak13x15 cm
kameni pločnik
kameni pločnikkamena poklopnica19 x 39 cm
postojeće kamene stepenice očistiti iponovno ugraditi
postojeć
e kamen
e stepeni
ce
očistiti i p
onovno u
graditi
kameni rubnjak13x15 cm
kameni pločnik
uklop u postojeći teren
asfaltna obrada
asfaltna obrada
asfaltna obrada
asfaltna obrada
uklop u postojeći teren
uklop u postojeći teren
uklop u postojeći teren
uklop u postojeći terenbetonska obrada
100
1319
140
590
1282
2049
1302
R200
5639
280
695
R825
SNOVA ISTOČNA OBALA
TLOCRT POVRŠINSKE OBRADE
MJ. 1:150
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALATLOCRT POVRŠINSKE OBRADE
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 150
5.
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
lipanj 2018.
-
±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
1:1
SREDNJE ZBIJ
ENI PIJESAK
TRAS
A PO
STO
JEĆ
EO
BAL
E
100-150 kg
50-150 kg
1,03
2,00
1,50
1,15 0,67
0,50
0,23
1
1a
1
1:1
-2,25
1-50 kg
-3,25 TUCANIK do 63 mm TUCANIK 0-32 mm15
10
2550
1:11:1
B1 B1
B1 B1 B1
postojeća betonska rampa (kosi presjek)
2
UN1a UN1a
1510
2550
1a
-1,15
PZ2
PZ2 PZ2
PZ2
100-150 kg 100-150 kg
1-50 kg
1-50 kg
1,00
-1,15
+0,70
+1,00
998
1-50 kg
B1
80
0,22
427
300 17740
kameni pločnik245 15
50
asfaltna obrada
477
192272
85
57
-1,15
-1,90
115 2 115 2 115
275515230
550
5
30 515 30575 245170
115 2 115
30 170 30
UN1a UN1PZ2
PZ2
kamena poklopnica19x39 cm
kameni rubnjak13x15 cm
18010
192 48
50 2 86 2 50 2
+0,70-1,00+0,85-1,16
postojeća betons
ka rampa (kosi pre
sjek)
-1,90
dilatacija 2 cm
2
2
-2,50-2,50-2,50-2,50
betonski temelj zaugradnju panelnog zida
cijeviza odušak
postojeći asfaltni kolnik
+0,44
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJECI 1 i 1a
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
6.
PRESJECI 1 i 1a
MJ. 1:50
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
NOVA ISTOČNA OBALA
lipanj 2018.
-
2
TRAS
A PO
STO
JEĆ
EO
BALE
±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
0,701,00
1,50
2,00
2,50
0,98
0,85
3
4,50
4,00
3,50
3,00
2,50 2,00
1,50
0,75 0,87
TRAS
A PO
STO
JEĆ
EO
BALE
±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
-0,20
415
300 165
-1,15
1:1,5
50-150 kg
100-150 kg
1-50 kg
40
+0,70
+0,50
1:1
-2,25
1-50 kg
0,85
-3,25
100-150 kg
50-150 kg
1:1,5
300
40
-2,50
100-15
0 kg
1:1,5
+0,70
+0,50
-2,25
192
240
4850 2 86 2 50 2
125 215
1:1
340
5020
70 30 1515
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnik245 15
50
kameni rubnjak13x15 cm
asfaltna obrada
postojeći asfaltni kolnik
25
50
postojećiobalni zid
10 40
110 40
130
30
10
550
550
110
SREDNJE ZBIJEN
I PIJESAK
-4,00
1:1TUCANIK do 63 mm TUCANIK 0-32 mm
GEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
1510
2550
1-50 kg
200 140340
1:1
postojećiobalni zid
80 2
240192 48
52 86 54
10
245 15
kameni rubnjak13x15 cm
1-50 kg
25
273573
148
182130
-1,15
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnikasfaltna obrada
5020
135
115
46
25 8473
82
TUCANIK do 63 mm TUCANIK 0-32 mm
GEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
1510
2512
5
100
110
20 240 20
280
465 425
+0,75
B1
1a
UN2UN2a
OPPP1
PZ1
PZ1
SREDNJE Z
BIJENI PIJE
SAK
PP3
148
+0,32
612
+0,85
258
-2,50
postojeći asfaltni kolnik
+0,32
cijevi zaodušak Ø120
ugradnja postojeće kamene kolone(stupa),dubinu ugradbe prilagoitinadmorskom zidu
demontaža kamenekolone (stupa)
kopati do dubinetemelja kamene kolone
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJECI 2 i 3
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
7.
PRESJECI 2 i 3
MJ. 1:50
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
NOVA ISTOČNA OBALA
lipanj 2018.
-
1,50
2,00
3,00
3,50
4,00
4,50
5,00
5,50
0,75
0,85
4
TRAS
A P
OS
TOJE
ĆE
OBA
LE
±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
-4,00
-0,20
520300 220
-1,15
1:1,5
50-150 kg
100-150 kg
1-50 kg
40
+0,70
+0,50
-2,25
192
240
4850 2 86 2 50 2
50
2070 30 1515
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnik245 15
90
kameni rubnjak13x15 cm
asfaltna obrada
50
postojećiobalni zid
10 40
110 40
130
3010
550
550
110
430
40
-2,50
1:1,5
1:1
1:1
227 140 100
160367
TUCANIK do 63 mmTUCANIK 0-32 mm
1-50 kg
GEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
100-15
0 kg
82
1510
2512
5
+0,75
UN1UN1a
OP
PZ2
PZ2
SREDNJE ZBIJE
NI PIJESAK
148 110258
PP1
612
postojeći asfaltni kolnik
+0,32
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJEK 4
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
8.
PRESJEK 4
MJ. 1:50
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
NOVA ISTOČNA OBALA
lipanj 2018.
-
5
±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
0,75
0,83
0,86
1,10
1,502,00
2,50
3,00
3,50
4,00
TRAS
A PO
STO
JEĆ
EO
BALE
6
0,95
TRAS
A PO
STO
JEĆ
EO
BALE
0,75
0,87
1,00
1,50
2,00
2,50
3,00
100-150 kg
50-150 kg
1:1,5
300
40
-2,50
100-15
0 kg
1:1,5
+0,70
+0,50
-2,25
-4,00
1:1
1-50 kg
200 140340
1:1
postojećiobalni zid
80 2
240192 48
52 86 54
10
245 15
kameni rubnjak13x15 cm
1-50 kg
25
175475
90
182
130
-1,15
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnikasfaltna obrada
50
20
135
115
50
cijeviza odušak
25 8473
82
TUCANIK do 63 mm TUCANIK 0-32 mm
GEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
1510
2512
5
100
110
20 240 20
280
385
+0,75
2:1
100-150 kg
50-150 kg
1:1,5
300
40
-2,50
100-15
0 kg
1:1,5
+0,70
+0,50
-2,25
-4,00
1:1
1-50 kg
200 140340
1:1
80 2
240192 48
52 86 54
10
245 15
kameni rubnjak13x15 cm
1-50 kg
25
145445
185
182
130
-1,15
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnikasfaltna obrada
50
20
135
115
50
cijeviza odušak
25 8473
82
TUCANIK do 63 mm TUCANIK 0-32 mm
GEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
1510
2512
5
100
110
20 240 20
280
258
+0,76
2:1
B1
B1
SREDNJE ZBIJE
NI PIJESAK
SREDNJE ZBIJENI
PIJESAK
PP3
612
PP3
612
148
148
258
258
postojeći asfaltni kolnik
postojeći asfaltni kolnik
+0,32
+0,32
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJEK 5
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
9.
PRESJEK 5
MJ. 1:50
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJEK 6
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
10.
PRESJEK 6
MJ. 1:50
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
NOVA ISTOČNA OBALA
NOVA ISTOČNA OBALA
lipanj 2018.
lipanj 2018.
-
7
0,74
TRAS
A PO
STO
JEĆ
EO
BALE
1,00
1,50
2,00
2,50
0,75
0,87±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
-0,20
522300 222
-1,15
1:1,5
50-150 kg
100-150 kg
1-50 kg
40
+0,70
+0,50
192
240
4850 2 86 2 50 2
50
2070 30 1515
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnik245 15
kameni rubnjak13x15 cm
asfaltna obrada
50
10 40
110 40
130
3010
550
550
110
210
40
1:1
1:1
2:1
-2,25
-2,50
125 215340
TUCANIK do 63 mm TUCANIK 0-32 mmGEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
1510
25
25
312
-3,25
+0,81
UN1UN1a
OPPP1
PZ2
PZ2
SREDNJE ZBIJ
ENI PIJESAK
612
90 50
postojeći asfaltni kolnik
+0,32
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJEK 7
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
11.
PRESJEK 7
MJ. 1:50
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN LUČIN, mag.ing.aedif.
NOVA ISTOČNA OBALA
lipanj 2018.
-
0,84
TRAS
A P
OS
TOJE
ĆE
OBA
LE
8
1,00
1,50
2,00
2,50
0,75
0,85±0,00±0,00±0,00±0,00±0,00±0,00±0,00±0,00
50-150 kg
300
40
-2,50
+0,70
+0,50
-2,25
-3,25
1:1
1-50 kg
125 195320
1:1
postojećiobalni zid
80 2 220
10
245 15
kameni rubnjak13x15 cm
1-50 kg
25
160460
90
kamena poklopnica19x39 cm
inox prstenza privez
kameni pločnik
asfaltna obrada
5020
70
TUCANIK do 63 mmTUCANIK 0-32 mm
GEOKOMPOZIT:- geotekstil..........500 gr/m²- geomreža ....30 x 30 mm
1510
25
50
25
110
370
+0,75
2:1
B1
SREDNJE ZBI
JENI PIJESAK
250
320
postojeći asfaltni kolnik
+0,44
dr.sc. GORAN VEGO, dipl.ing.građ.Glavniprojektant:
NOVA ISTOČNA OBALAPRESJEK 8
Sadržaj:
PROŠIRENJE OBALE NA ISTOČNOJ STRANI LUKE POSTIRA
OPĆINA POSTIRA, Polježice 2, 21410 Postira
OBALA d.o.o. SPLIT
dr.sc. GORAN VEGO, dipl.ing.građ.Projektant:
OBALA d.o.o. SPLIT
Naziv i lokacijazahvata:
Investitor:
Suradnici: Datum:
List br.
Mjerilo: 1 : 50
12.
PRESJEK 8
MJ. 1:50
Broj projekta:
956/1702/17-GPZ.O.P:
GL. I GEOTEHNIČKI PROJEKT
Strukov.odredn.:Razina proj:
GRAĐEV. PROJEKT
JOSIP ZEKAN, mag. ing. aedif.IVO LASIĆ, dipl. ing. građ.SANJA TOKIĆ, građ.teh.VINKO KALAJŽIĆ, mag.ing.aedif.IVAN