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Svetlana Karanovi}, dipl.in`.arh.Direktor zavoda:
web site: www.sicip.co.rs
1:2500
Crte`:
datum:
Razmera:
faza: br. crte`a:
NACRT
Investitor:
2017-503-ARH-K01-C4.2.
SPROVO\EWE PLANADeonica na teritorijiGRADA KRU[EVCA
Odgovorni planeri:
Are`ina Jasmina, dipl.pr.planerSaradnik:
An|elka Tufegxi}, dipl.pr.planer
Marija Markovi}, dipl.pr.planer
1. km 21+300
2. km 31+100
3. km 34+800
2019
3
2
1
1
2
3
187
411
23
120
poqski put
poq
ski
put poq
ski put
poq
ski
put
makadamski put
poq
ski
put
poq
ski
put
poqski put
poqski p
ut
poqski put
makad
amski put
plo~
ast
prop
ust
L=
5.00
m
makad
amski put
mak
adam
ski
put
1000
poq
ski
put
poq
ski
put
poq
ski
put
poqski put
makadamski put
poq
ski
put
makadamski put
makadamski put
makadam
ski put
Q. M
. VE
ST
P+
1
EK
OL
IN
E
P+
1
BR
A]
A \
OK
I]
P+1
FO
RM
AT
P+
1
NIKOLOP+1
poq
ski
put
poqski put
betonska cev
1000
cevast propust
1600
plo~ast propust
L=5.00m
cevast propust
3502 h
mak
adam
ski
put
poq
ski
put
mak
adam
ski
put
poqski put
nasip
poq
ski
put
poq
ski
put
makadam
poqski put
poq
ski
put
poq
ski
put
JU K
OM
ER
C
JU K
OM
ER
C
betonski plato
betonski plato
OTPAD
ind
ustr
ijsk
i ko
los
ek
ind
ustr
ijsk
i ko
los
ek
asf
altn
i pu
t
asf
altn
i pu
t
beto
nski
pl
ato
P+2
fabrika papira
makadamski put
asfaltni put
asf
altn
i pu
t
23
24
G
A
S
G
A
S
G
AS
GA
S
G
A
S
G
A
S
GASGASGAS
GA
S
G
AS
G
AS
G
A
S
G
A
S
GA
S
GAS
GASGAS
GAS
GA
S
GA
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
AS
G
AS
G
AS
GA
S
GAS
T 10(20)/0.4kV,
630kVA
T 10(20)/0.4kV,
630kVA
T 35/10kV,
k
V
10kV
N
0+087.04
naplatna rampa
0+017.74
po~etak betonskog kolovoza
0+153.92
kraj betonskog kolovoza
-0,85
kdc 137.00
kdc 136.80
kdc 137.14
kt 140.72
kt 140.65
A03
K3
Postoje}a
kanalizacija
F600m
m
kdc 140.85
kt 142.951
22+327.233
kdc 140.83
kt 143.072
20+201.184
kdc 137.08
kt 140.81K2
kdc 137.01
kt 140.75K1
kdc 137.15
kt 140.87A06
Bet.cev
TPE DN 160
na km
20+
225 u PP kan.cevi
SN8 DN400m
m
Provizorijum
na
km 20+
2283 TPE HD100
DN160m
m
PPOV
Izme{
tawe kolektora
40.00 +50.00+51.00 m
J=0.07%
Bet.cev
kdc 137.34
kt 140.87K4
kdc 137.44
kt 140.87K7
kdc 137.38
kt 140.90K5
kdc 137.41
kt 140.90K6
Izme{tawe vodovoda
TPE DN160mm
H
2
W
4
H
2W
4
H
2W
4
H2W
4
H2W
4
H2W
4
H2W
4
H
2W
4
H
2
W
4
H
2
W
4
H
2
W
4
H
2
W
4
H
2
W
4
H
2W
4
H2W
4H
2W
4
H2W
4
H
2W
4
H
2
W
4
H
2
W
4
H
2
W
4
P3.
05
S5.1
-80/8
00
S5.2
-80/8
00
R=
3985.00
A=
800.00
A=
800.00
A=
700.00
A=
700.00
R=
3500.00
250
KM
22
75
0
500
250
KM
21
750
500
20+
312.39
250
20+
172.39
KM
2
0
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
575859
60
61
62
63
64
656667
6869
70
71
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73
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76
77
78
79
80
81
82
364
365
366
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381
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392 393
394
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402
403
404
405406
407408
409
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411
412
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416
417418
419
420
421
422
423
424
38
39
40
41
42
43
44
45
46
98
99
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102
103
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106
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109
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111
112113
114115
116117119
120
121
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124125
126
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128
129
130131
132
133
134
135
136138
140
141
142
143144
145
146
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148
149
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151
152
153
154
171
172
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184
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291292
293
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406408
409
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477
484
490
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510
515
520 525
526
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535
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545
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555
560
570
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630
635
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645
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712
714
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717
718
719
720
721
722
723
724
725
726
727
338
403
407
412
411
432
438
257
192
193
108
1
8
7
0
+
1
0
0
.
0
0
0
0
.
0
0
0
750
KM
35
2
5
0
5
0
0
T
K
-
1
8
T
K
-
1
9
T
K
-
2
2
T
K
-
2
3
T
K
-
2
4
T
K
-
2
5
T
K
-
2
6
R
O
-
6
N
1
9
6
1
9
5
1
9
4
1
9
3
1
9
2
1
9
1
1
9
0
1
8
9
1
8
8
1
8
7
1
8
6
1
8
5
1
8
4
1
8
3
1
8
2
1
8
1
1
8
0
1
7
9
1
7
8
1
7
7
1
7
6
1
7
5
1
7
4
1
7
3
1
7
2
1
7
1
1
7
0
1
6
9
1
6
8
1
6
7
1
6
6
1
6
5
1
6
4
1
6
3
1
6
2
2
6
2
5
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
1
6
1
5
1
4
1
3
1
2
1
1
1
0
9
8
7
6
5
4
3
2
1
km 134
N
2
5
0
5
0
0
7
5
0
KM
31
T
K
-
8
2
2
82
2
7
2
2
6
2
2
5
2
2
4
2
2
3
2
2
2
2
2
1
2
2
0
2
1
9
2
1
8
2
1
7
2
1
6
2
1
5
2
1
4
2
1
3
2
1
2
2
1
1
2
1
0
2
0
9
2
0
8
2
0
7
2
0
6
205
204
203
202
201
200
199
198
197
196
195
194
193
192
191
190
189
188
187
186
185
184 183
182
155
154
153
152
151
150
149
148
147
146
145
144
143
142
141
140139138
137
136
135
134
133
1
3
2
1
3
1
1
3
0
1
2
9
1
2
8
1
2
7
1
2
6
1
2
5
1
2
4
1
2
3
1
2
2
1
2
1
1
2
0
1
1
9
1
1
8
1
1
7
1
1
6
1
1
5
1
1
4
1
1
3