zał. 9 rysunek częśc I

Zlecenie
Z.U.T. Pracownia Projektowa
ro jb is
ul. Jagiełły 5\28
88-100 I N O W R O C Ł A W
tel. 052 357 4687
4/2016
Zamawiający:
OSIR
INOWROCLAW
I m i ę i n a z w is k o
Projektował
W.Matuszak
N r u p ra w n i e ń
Data
Podpis
20.03.16
97.41
0
kd
16
0
16
0
kd
16
0
kd
bet.
m
95.88
15/26
97.80
95
.87
96.51
wA200
S2
94.18
i
k150
99.36
100.2
1
98.89
0
96.39
k
343/11
96.30
eN
A
RI
bet.
g
96.86
95.02
t95.95
94.90
96.55
95.98
w40
94.25
94 .53
84
95.21
96.04
95.32
95.90
k
e
gA 10
0
w Pows
95
.64
tañc
j.asf.
96.37
95.62
m2
m2
9
st
ks 30
0
a Kwia
tkowsk
iego
95.95
94.75
eNt
83/1
i
94.92
95.93
bet.
st
92.95
95.22
13
95 .76
95.16
95.81
95.12
st
15a
k
95.11
92 .11
i
k
95.11
93.87
eN
st
g50
95 .33
t 95.29
95.23
t eN
k 94
.33
95.3 6
96.57
94.49
94.16
m2
i
95 .39
0
Powsgta
ñca
95.62 Kwia tkow
w8 0 skie95
go.17
94 .4
9
83/2
w32
m2
95.50
k10
eN
B
asf.
11
k100
g
348
85_54
k
w3 5
5
96.72
st 95
95.86
.78
93.82 k
RI
11a
95.08
st
g5 0
96.96
96.02
g
97.00
g
96.38
94.17
95.17
k
gA10
0
eN
gA50
eN
bet.
Bp
8
ks 16
0
.0
97
bet.
86_5
4
96.02
96.59
m2
95.28
96.36
7
96.02
12
k
7/2
x2
96 .86
m2
k150
m2
98.25
95.20
93.82
96 .14
bet.
t
w
m
13
95.84
7/1
st
10_54
95.5
97.09
97.5
99 .23
98.00
99.22
96.02
.5
96
t
99 .04
k
6
98 .03
96.0
t
98 .0
g100
99.29
98 .90
99.12
98.54
98.5
101.5
99.5
100
.0
3
98.23
97.28
g
4
14_54
99.20
99 .08
343/
93.88
g
97.78
bet.
bet.
bet.
k100
w
k
k g ww
w
ch.bet.
bet.
99.54
98.84
99 .74
w80
99.71
ch.bet.
m2
asf.
99 .12
g63
w25
6
7
eNB
5
99 .24
g50
99.25
15
ch.bet.
k16
0
42
bet.
99.71
89.21
5
m2
95.11
93 .31
k
w
w3 2
93.39
354
343/5
m2
99.59
100.89
97.74
97 .14
95.77
94 .88
101.0
w32
43
j.asf.
97.58
349
97.91
k
eNA
t
101.01
101.7
1
96.49
k150
99.94
100.4
5
16
ciepl.
.
94.37
98.02
97.61
101.02
10.53
101.3
96.58
96.13
97.73k
i
101.9
114/10
97 .81
i
3
m
ciepl
ciepl.
95 .39
94.84
k
101.16
100.5
1
eN
101.99
101.29
i
101.63
99.63
wA25
Bi
2/2
98 .13
99.74
98 .46
ciepl
.
99.64
4
k w
101.7 7
98.49
eNA
w
t
eN
ks160
bet.
101.22
w
101.01
i
100.66
w 101.00
w
Orłowska
eN
102.5
99.12
ks16
0
355
95.11
98.09
99.71
98.5 8
98.51
100.9
7
m
k
101.18
w w
w32
w w
96.33
100.4
1
.
j.asf
44
101.11 k
99 .36
100.4
9
101.16
bet.
92.26
Br/RI
350
95.84
t
100.76
101.14
ks160
100.02
101.2 1
b
eN 101.9
101.2
5
k15
k
k
114/9
100.07
94 .95
96.32
48
ch.asf.
eN
w
k
100.9
5
100.07
100.2
5
Bi
w
k
b2
100.5
0
100.7
1
102.0
0
98 .67
97.25
100.3
6
100.64
100.7
4
101.12
RI
ch.bet.
98.83
95.19
w stosunku do powierzchni
boiska ustawić pod < 15 stopni
96.12
100.10
100.7
3 100.6
2
3. Oprawy
94 .96
95 .78
bet.
ciepl.
98.17
98.11
96.32
96.37
rów
115/1
ciepl
.
dr
98.74
96 .37
100.5
w 100.5
9 9
99 .8
t
k
96.3996.39
98.79
j.asf.
99.40
99.31
99.91
asf.
ch.bet.
2eNA
2eNA
99.25
eN
100.54
eNA
99.91
99.79
S12
98.85
k100
bet.
100.4
6
100.2
5
ciepl.
eNA
100.0
3
wA50
100.3
4
.
100.6
5
351
w
w32
t
100.3
3
98 .64
98.64
RURA OCHRONNA AROT
S1
bet.
100.3
5
98.74
eeNA
100.3
4
114/11
ciepl
95.91
100.14 100
.24
100.19
e
2/3
2 W miejscach kolizji kabli stosować
przeusty rurowe typu AROT
357
352
95.20
k
100.4
2
99.18
96 .25
94.98
99 .70
k
99.90
99.27
Bi
x
100.16
wA150
99.7
100.4 k
5
99.5 6
98.82
99 .77
eNA
k150
98.65
SZAFKA OŚWIETL. SO-1
100.3
k200
t
95.02
t
98 .01
kd
20
0
9
S11
wA200
eN
100.4 t
99.2
1. Wszystkie istniejace slupy z oprawami
oświetlenia boiska do demontazu
łącznie z kablami
358
g50
w 99.9 4
w
98.65
99.98
98 .51
100.15
98.5 3 k
100.08
99.25
100.48
99.68
114
100/1
.213_ 53
e
eN
t
eN
p
w80
e
t
ch.bet.
Ba
k
eN
UWAGI
95 .27
100.3
3
Bz
100.07
99.47
100.01
k 99
.93
k
343/5
8
X4
100.4
9
98.76
98 .26
95.20
w
k
99.98
93.31
wA150
98.65
100.7
4
100.8
5
94 .41
93.85
kd150 w
94 .4 0
Br/RI
95.87
beton
100.01
114/14
kd300
98.45
99.84
100.65
100.5
4
bet.
100.8
1
S10
98.55
S3
ch.bet.
100.9
1
kd150
15/36
eN
1
j.bet.
100.92
99.77
99.95
100.04
93.22
94 .42
353
wA50
100.02
97 .57
99.47
97 .93
k
99.40
98 .12
99.72
100.8
6
99.0
YKY5X25mm
YKY5X25mm
eNA
118
94.53
93.18
94.50
94.05
95.15
94.48
w32
k
93.36
ks200 k
w
kd200
94.38
eNA
100.86
98.28
95.78
98.37
Bi
99.49
97.04
99.60
97.38
beton
99.21
k
15/34
96 .23
100.9
4
100.35
k
94 .5 1
k
94 .7 3
93.51
st
g63
94.58
94.73
93.53
k
99.63
97
99.89 .14
eN
98 .5 3
98.43
97 .2 1
Projektor BYP6502/1LED-185 W
X32
BieN
k
94 .55
15/33
x2
S9
98.50
98.48
15/32
94.53
93.82
94.52
st
kd16 94.28
0 93
.25
kd200
ch.asf.
99.43
k 96
99.43
.83
96 .93
99.54
99.62
kd20
0
k
S99.214
99.47
X16
95.82
kd250
94.42
93 .46
E4
15/35
w
93.49
t 99.8
100.5
2
k 99.63
97.56
94.49
93.79
98.33
k
94 .63
k
99.13
97.81
99.17
eN
99.47
k
98.87
kd300
99.32
97 .56
95.42
98.18
eN
eNA
eN
100.2
99.05
97 .81
99.32
99.26
m
98.39
j.asf.
x8 Maszt oświetl. MN9/4/P250
eNA
99.40
g40
94.28 g63
g
ks160
w32 94.3693.23
93.02
94.82
99.19
99.26
S8
98.15
kd200
t
98.33
98 .23
Nr. rys.:
w32
g110
S5
eN
ks200
Or owska
99.01
ks200
98.26
98.82
97.56
99.07
kd150
94.61
w
g63
ks150
eN
w110
99.02
k300
98.97
9
kd200
eN
94.53
k
98 .98
ELEKTRYCZNA
15/31
eNA
95.88
95.93
97 .82
0
NaleŜy do:
g40
98.04
j.bet.
eN
beton
A3
Rewizja
94.68
g
94.5 4
92.92
w
94.70
.92
93
YKY5X35mm
B
96.44
eN
t
S7
Format
PLAN INSTALACJI ELEKTRYCZNEJ
t
94.55eN
94.76 g63
93
94 .81
93.40
.6g8 .78
94 .72 9494
95.33
94
94.93 93
.67
.74
.87
93.33
0
92.43 93.82
kkd15t
kd16
94 .68
0
95.22
kd160 93.86
k
k
93.24
w
ks150
w32
k
k
94
.70 wks160 k
w32
94.67 ks160
94
93.41
g63 .80
93.70
94 .62
94.68
92.90
w
zb.gaz
93.93
u
e
eN
ch.bet.
96.94
97.60
97.7 1
94 .96
93.55
bet.
5
g2
ch.asf.
wA150
98.71
96.09
ch.bet.
97.63
S6
k
t
95.38
96.83
97.69
bet.
98.57
97.45
eN
100.0
kd
16
eNA
w3
2
eN
kd200
97.69
94.83 94.76
9394
.73
.82
94 .85 94 g k
k
94.80 .7794.76g63
9493
.85.7 1
t
92.56
ch.asf.
ch.asf.
i
X4 Maszt oświetl. MN11/4/P250
98.56
eN
95.02
1
98.61
96.85
94.84
93.87
93.24
94.85
Przy Stadionie
15/25
t
95.83
Bi
97
k .67
k150
97.65
f.
94.9 1
w90
94.54
93 .04
k
w32
w ks150
k
94.44
ww w
94 .71
93 .04
ww w
94
w 94 .71
.72
A /1 e
w110
k
eN
k
97.67
t
95 .10
k 93.08
95.01
93.88
95 .34
95.44
94.00
95.8 1
BranŜa:
Temat:
e
kd150
94.72
94.86 t
2
ks200
Henryka Czamana
97.85
94.91
93.81
k 95.44
93.5 7
95 .68
ch.bet.
w32
st
0
kd16
k 95.78
94 .16
96.24
ch.bet.
95.54
94.7 2
95
86.22
/23 w
t
93.62 _55
w w
eN
94.79
93.58
Obiekt: BOISKO SPORTOWE BOCZNE Inowroc³aw ul. Orlowska 48
94.74
93 .99
w
kd300
94.72
94.11
95.30
g63
wA
95 .76
bet.
96 .18
96 .54
95 .50
t 94.40 t
st
86/2
5_55
95.7 3
95.5
95.40
w
g125
94.33
93.70
95.64
eN
g
86/19_
55
15/30
94.63
m2
95.00
95.24
94.00
wA
96.38
94.30
95.7
st
wA
Przy Stadionie
96.06
95.9 4
96.00
96.07
94.95
94.39
dr
eN
15/24
95.22
95 .4 5
94.72
kd160
96.19
96.38
95 .31
94 .71
st
96.11
k 94 .46
86/2
6
st
98.04
j.asf.
ch.asf.
98.82
96 .50
99.5 0
k
96.22
t
96.00
AGREGAT
POMPOMY
j.asf.
w Studni
97 .25
98.45
97.40
k 98.66
96.87
98.56 98
.5 7
kd300
96.41
94.79
w
g63
97.45
98.37
96.00
98.9
96.71
95
k .17
96.67
95 .60
95.02
96.88
98.10
kd300
98.32
95.88
98.90
w
97.26
ch.bet.
96.2
96.49
96.83
wA100
98.22
kd20
0
99.2
t
86/2
4
e eN
k
96 .81
96.03
95.93
95.15
94.87
95.16
t
1
97 .2 0
k96
86/2 .50
7_55
cA
95.73
94.06
86/2
2
95.73
g
kd160
wA100
97.3 3
96.23
95 .6 7
bet.
t97.44
95 .73
w
w40
98.01
98 .17
k
eN
dr
86/2
0_55
95.35
wA
cA
86/28
g63
98.11
96 .50kl
w
st
bet.
95.92
97 .5 3
97 .32
w40
ks200
t t e
98.20
97 .55
97.72
95 .4 2
95 .64
94.45
kd200
k
k 94.50
93.03
eN
e
e
94.51
94.62
92.87
94.46
g63
k ks150
93.87 94.56
kd150 k
w32
94.60g63 94
w
.53
93.07
93.50
94.64
93.89
15/23
wA
6
95.39
95.69
96 .18
w32
w
w
98 .23
96.44
86/21
kd20
0
ks160
tw
98.22
96 .4 9
eN
97.98
95.22
k100
k
98.0
97 .3
h
eN
86/11
97.96 97
.96
95.7 2
97 .94 97 .89
k
i
8
Tom/zeszyt
Skala
RGPI-V-734 2-43\97
g
94.73
93.92