Bijlage 2. Tekening riolering
Tekst van het document
0GR - 3‰
22A 30.33
±29.87 a:28.11 b:28.11 x:28.11
D11
24
500mm-< B
→
>X B
‰→
30.15
R
41.64m-x400m
W
m-1.3mm/m-<B
>
X B
WH
MV:29.945 A:29.245 B:28.850 C:29.245 X:28.850
W E
R
60m - d800IT - 0.5‰ → 39.80m-x400mm-0.1mm/m-<B >
70m - d40W0GR - 3‰ → 30.14
MV:29.959 A:29.259 B:28.904 C:29.259 X:28.904
D10
X B
48
51
30.45
±29.88 R3 a:28.02
C:29.359 X:28.909
55m - d800IT - 0.5‰ →
39.61m-x400mm-1.8mm/m-
<B>
X B
70m - d400GR - 3‰ →
26
6?xØ150
±30.00 a:27.65 x:27.65
D9
R W
H
MV:30.080 A:29.380 B:28.980 C:29.380 X:28.980
R
39.17m-x400mm-0.1mm/m-<B>
W
±29.72 a:27.97 MV:29.850 x:27.97 bodem:28.830
R1
04
45cm water
MV:29.845 A:29.005 X:28.995
MV:29.800 onder auto
5
x:28.02 MV:29.985 A:29.285 X:29.205
R
45m - d800IT - 0.5‰ → X B 400mm-<B>
D
50m - d800IT - 0.5‰ →
D8
X> A 110mm-<pers??> 200mm-<PVC
16m - d800IT -
72m - d400GR - 3‰ →
±29.98MV:30.033 A:29.333 a:27.44B:28.983 C:29.333 x:27.44X:28.983
MV:29.860 A:28.020 B:28.020 X:28.410
0.5‰ →
160mm-<PVCB> D A160mm-<PVC > pers X
84m - d800IT - 0.5‰
300mm-<B>
H
wachtaansluiting MV:29.717 Y:28.277 A:28.547 X:27.967 bodem:27.477
30.00
29.94
→
MV:29.821 A:28.821 X:28.821
1
110
110
29.30
29.43
H
55.45m-x500m
H
±29.88 D7 a:27.22 x:27.22
29.96
30.04
30.01
8m - d400GR - 3‰
18
Noodoverlaat PS
MV:29.861 bodem:28.191 95cm water
28 MV:30.131
30.05
30
32
NTO
PS drukriolering op te breken. Gravitaire afvoer woningen tussen Smederijstraat en Winkelhaak aan te sluiten op bestaande DWA-riolering. Persleiding dia 75mm te behouden.
MV:29.756 A:28.896 B:28.896 X:28.896
32A
AAT
NSTR
MOLE
MV:29.712 bodem:28.462 70cm water
afwateringsrichting kopmuur
MV:29.667 bodem:28.467 70cm water
m-0.3mm/m-<B
>
160mm-<PVCX> A160mm-<PVC> D
af te dichten leiding
TRAAT
29.87
300mm-<B>Y X
H
30.09
KAPELS
H 29.99
W MV:29.937 NTO
W
300mm-<B>B X 300mm -<B> 29.96
30.14
34
lengte - diameter materiaal - helling + aanduiding afwateringsrichting op te breken leiding
rand gracht
3A
500mm-<B>X
±29.90 a:27.86 x:27.86
W
50
R6
PS1
putnummer
maaiveld peil vloei buis inkomende leiding 1 peil vloei buis inkomende leiding 2 peil vloei buis inkomende leiding 3 peil vloei buis uitgaande leiding 1 peil vloei buis uitgaande leiding 2
onderkant gracht
29.83
500
29.80
A
N
500
MV:29.792 A:29.192 B:28.722 X:28.722
29.83
29.73
merkpaal persleiding
W
28.77
30.04
28.76
MV:29.669 A:27.949 X:27.949 bodem:27.449
C300
300 110
110
28.77 29.36
29.10
PS
3
29.91
nutskast pompstation huisaansluitingsputje
29.91
300
a:28.18 x:27.20
84m - d4 0
30.17
00IT - 0.5
±29.96 a:28.10 MV:30.059 A:29.359 x:28.10 B:28.909
30.25
300
D12 R10 ±29.82
500600
30.18
P1
300
MV:29.916 A:29.166 B:28.776 C:29.166 X:28.776
45
30.11
+XX.XX a:+XX.XX b:+XX.XX c:+XX.XX x:+XX.XX y:+XX.XX 40m - d500B - 2‰
>A
±29.92 a:28.21 x:28.21
35m - d8
29.82
22
47
verdoken inspectieput (geprefabriceerd, ter plaatse gestort, metselwerk)
VC
20A
MV:29.906 A:29.156 B:28.736 C:29.156 X:28.736
30.14
46
30.07
30.32
±29.90 a:27.20 x:
<P
30.09
1A
m-
44
0m
‰→
PS aansluiten op bestaande persleiding dia 110mm in Smederijstraat. Bestaande persleiding dia 75mm vanuit Visweg/Nijhoven opvangen en doorpompen via PS1
-<PVC>
6A
D13
29.97
R
20
D6
30.05
00IT - 0.5
R4
30.18
±29.84 x:28.64 y:28.60 (drempel:28.645) z:28.64
±29.80 a:28.41 x:28.41
20
30.07
HW
30.28
5.26m-x 52.1mm 160mm /m-<PVC A X A> 160m m
18
30.08
52m - d6
400
±29.91 a:28.05 x:28.05
MV:29.895 A:28.165 X:28.165
160mm-<PVCX> A110mm-<PVC>
16
43
H
R2
160mm-<PVC>B
30.01
in aanbouw MV:29.843 A:28.583 B:29.093 X:28.583 Y:28.603 drempel drempel:28.645
GR - 3‰ →
03
30.00
m-<B>
±29.90 a:28.01 b:28.14? x:28.01
H
D
14
X B 500m
inspectieput (geprefabriceerd, ter plaatse gestort, metselwerk)
5
10
32m - d300
W
- 0.5‰ →
RWA huisaansluiting
30.1
8
W
mm/m-<B>
R5
160mm-<PVC> C A160mm-<PVC>
30.02
29.90
30.15
40.53m-x500mm-1.0
A160mm-<PVC>
6
68m - d300GR - 3‰W→
MV:29.891 NTO
W
±30.03 a:28.07 x:28.07
C> C A160mm-<PVC>
4A
30.12 30.10
W
02
160mm-<PV
30.08
W
W
39m - d600IT
R7
VC>
WW W
X B
KAPELSTRAAT
160mm-<PVCC> A160mm-<P
H
39.25m-x500mm-1.5mm/m-<B>
7m - d400B (sifon)
D
R8
±29.89 a:28.13 x:28.13
PVC>
4
65m - d600IT - 0.5‰ →
X B
29.86 30.03 30.11
R
±29.88 a:28.15 x:28.15
A160mm-<
W
30.53 30.47
160mm-<PVCC>
42.25m-x500mm-1.8mm/m-<B>
29.85
30.15
36
R
29.89
30.04
42
0mm-<P VC>
R
30.25
160mm-<PVC> C A160mm-<PVC>
160mm-<PVC> C 160mm-<PV A C>
R
29.94
31
29.91 30.03
30.36
160mm-<PVC C> 16 A
20
30.07 30.11
2
28
30.00
160mm-<PVC> A C160mm-<PVC>
4 30.0
26
29 30
29.92
30.06
30.07
30.06
30.08
25 27 30.04
35
30.32
DWA huisaansluiting
-<B>
6
R
29.85
R
30.08 R
X B
W
29.90
29.88
29.98
67m - d600IT - 0.5‰ →
75m - d250GR - 3‰ →
W
30.02 29.99 R
34
30.21
30.05
kolkaansluiting
400mm
30.0
30.10 30.00
23
160mm-<PVC> C
T
29.92
21
MULDERPAD
D4
18
19
37.88m-x600mm-0.5mm/m-<B>
22
29.98
38
drainageleiding
WINKELHAAK
29.86
29.87
32
R9
persleiding
30.14
29.82
29.93
MV:29.838 A:29.088 B:28.678 C:29.088 X:28.678
±29.86 a:28.18 b:27.20 x:28.18
RAAT
R
W
KAPELSTRAAT
R11
T ERIJS SMED
- 3‰ ← 49m - d2WW50GR
±29.88 a:28.20 x:28.20
← WB 5m - d250GR - 5‰ ← WB 3m - d400IT - 0.5‰
D3
±29.82 a:28.43 x:28.43
1A
8
D5
29.98
±29.84 a:28.34 x:28.34
10
17
X A
39.00m-x600mm
R12
MV:29.792 A:29.042 B:28.602 C:29.042 X:28.602
R
VC>
30.05
16
D2
30.13
±29.78 a:28.49 x:28.49
4m - d400B (sifon)
RWA riolering
30.30
m-<P
29.98
±29.85 a:28.20 x:28.20
14
±29.82 a:28.23 x:28.23
29.99
5‰ → 48m - d600IT - 0. -2.0mm/m-<B>
MV:29.846 A:29.096 B:28.506 C:29.096 X:28.506
R13
160m 300mm-<B>Y B
2
30.16
G
30.14
W
30.15
30.14
B>
mm-<
14
30.00
7m - d300GR - 3‰
4
30.07
16
±29.84 a:27.70 x:28.27
W
29.98
30.05
E
→ KLOKKENSTRAATWB 7m - d600IT - 0.5‰
E R
H
R
DWA riolering
29.96
29.86
R
1C
30.02
W
G
W R - 3‰W W W d250G
29.99
1B
700 >X B
30.01
12
D1
W W
30.06
D
D
-<B> .0mm/m 600mm-1 35.11m-x
R
29.97
30.09
m-<B
W
X B
VC>
R
29.95
W
R - 5‰ ifon) d250G ‰ (s 3m - 00B - 1 ← WBB 5m - d4 ←W
900m
40.3
. X B IT - 0 ‰ 0 0 6 d R-3 W G 0 m 0 W 42B> d3 m/m-< 8m 4 -3.8m m ← m 0 60 8m-x
←
29.99
RIOLERING
29 .96
29.9 9
→ T - 0.5‰ I 0 0 6 d 18m -
15A 15B 15
30.01
> C160mm-<P 160mm-<PVCA
>
C> -<PVA
30.19
10
±29.95 a:28.18 b:28.08 (BT) x:28.08 (BT)
0. 5 H W IT 0 0 6 ‰ -d R-3 G 31mmm/m-W<B> W 0 0 d3 m-4.0 00m 0m 3 m-x6 8 .7 ← 37 W 12 30.05
-<PVC 1C60mm
m 200m
30.26
30.25
8
5‰ →
W W
A
WW
‰ →X B
30.05
30.04
20m
29.93
30.08
W
G
30.08
VCA>
1A
29.99
MV:29.947 A:28.077 B:28.077 X:28.077
1B
30.07
W
30.07
30.09
29.90
13
9
29.97
30.06
m-<P
30.30
W W
3A 3
01
7
5
MV:29.842 A:28.992 B:28.472 C:28.942 X:28.472
R18
27 29
30.21
AAT NSTR
W W
MV:29.881 A:28.931 B:28.321 X:28.231
R17
160m
MOLE
±29.90 a:28.34 x:28.34
±29.84 a:27.50 b:28.32 x:28.32
R16
b:28.27 x:27.70
R15
1A
±29.82 a:28.30 x:28.30
±29.78 a:28.29 x:28.29
±29.84 R14 a:28.27
ONTWORPEN TOESTAND:
29.11
30.24
110
28.57 29.27
H
36 29.71 R
30.16 ?
38 30.03
42
MV:29.586 A:28.076 B:28.076 X:28.436
160mm-< PVC> A pers X 300mm-< B 160mm-<PV B>A X C> 300mm -<PVC>
30.04
44
MV:29.696 A:28.596 X:28.566
C O D RK
T N E UM
WE
consulting
Gowaco bv
Advies in infrastructuur
BAH/01-21 - Kapelstraat Grondplan ontwerp riolering Plan 1 van 1 - Schaal : 1/250 - d.d. 29/09/2022 Bestandslocatie:BAH_01-21 - Kapelstraat\GD\Voorontwerp
BAH_01-21_OVZ RIO_b1.dwg