bijlage 2: ontwerp riolering/waterbuffers
Tekst van het document
D
75.6
D L
5
L LHM
71.3 + .23
L
D
M M M
H MDM
H
L
M M
D
M
H
D
M M
k
L
pvc-315
I
DMM
H
M
L
71.66
D
M M M
I
0 60
+ 72.96
m
I
I
I
I
I
I
I
I
I
MMD
H
L
24 04 D5 50 . 73
D
M M
70.76
H
M
H
M
L
k
M M
D
250 mm 36.00 m
I
L
D M
H
I
k
+
L
71.94
D
pvc-200
64
PVC
04 M M
vb
73.00
L
71.94D
M M
.00
L
D M
43
vb
M M
MM D
H
D MM
kk
71.67 D
H
M
D MM
H
H
M
L
M M
M D TG
71.67
D
G
M
T
M M
M
L
65 04 .37 73
R5
H
M
MM
T T
G
T
TG
D
M L
M
H
H
H
MM
iken
ru
st
D
M
L
M
pvc-315
M M
H
D
k
M
k
M L
H
H
MM
D
M
L
M M
M D
M L
M
M M M
M
L
pvc-200
D
H H
MM
H
70.85
D
M L
M
D
MM
H H
H k
L
M M
k
M
71 04 R5 81 . 71
M D
I
M L
M
M M M
M
D ts
I
vb
plaa
M D
H
MM D n
zo
I
M
D
vb
GT
k
D
M
M
D
zo
L
ga
D
n
k
M
D
vb
D
D
MM
k I
D
0
L
M D
D
L
H
M D
D
D D
L
D
H
L
H
D D
L
70.37
bet-300
MM
D
M
I
70.22
D
L
D
LL
L
D
L
U L
MM
M MM
M
M
3 48 .69 71
51
L
M
.47
0 43
L
H
D
72
0
L
LL
0 pe-11 M D P M
50
MM
70.22
I
M
L
23 04 D5 84 . 71
M
51 I9
M
I
M D
H
M
D
pe-110
H
D
I
L
P
D
7 MM
D
L
M M
I
M
D
D
I
M
D
D
L H
M
70.47
MM
70.4270.3
M
p
4
bet-300
vc -1 6
D
pe-M 110
D
I
M
M
M
P
M
M
P
.80
71
I
M MM
79
I8
72.45
D
43
50
M
M M
M
38
iken
ru
M
75
04
.34
73
pe-1M10
L
H
D
I3
st
R5
80
I8
M
D
D
vb
M
H
vb
∅60
∅70
M
D
M
72 04 R5 75 . 71
L
∅60
∅70
L
pvc-315
I
M
D
L
G
D
M M
n
D
74 04 R5 76 . 71
T
zo
k
ts
6 43 .31 74
plaa
50
∅70
LL
.62
G
L
3 47
71
D
GT
M
GT
ga
D
G
M
vb
M
H
D
M
L
D
MM
iken ru
H
D L
H
st
D
L
0 R5
5
ga
k
H DL
D
-31
M M
M
M
iken
DL
pvc
L
M
k
H
D
∅60
DL
ru
k
L
H
H
H
D
L
66 04 R5 84 . 71
D
MM
H H
H
vb
M L
LD
D
D
L
M L
H
D
I5
L
M
M
M
97
D
L L
I8
L
M
L
MM
M
M M
M
77
L
D M
L
P
L H
D
L
84
L
MM
pvc-
M
M
L
L
315
MM
M
MD
M
L
M
M
8
L
P 85 04 .15 72 pvc-3 15
30 1
pvc-250 I
4
90
B4
79 04 .55 73
R5
72.47
1 43 50 77 . 72
80 04 .52 73
R5
71.33
Wijkontwikkeling De Carmel Beek
onderdeel
:
Ondergrondse infra
R5
71.03
71.83
I
I
:
wl
bk
I
83 04 .44 73
I
project
opdrachtgever :
R5
82 .95
pvc-315
04
78 04 .47 73
R5
72.20
71.23
MD M
200 pvc-
72.22
I
72
72.20
R5
77 04 .53 73
R5
72.40
pvc-315
I
315
78
I8
50
pe -1 71.0130
pvc-
72.27
c-2
72.40
6 30
B8
0
30 B8
pv
1
.96
72 I
8 04
L L
76 04 R5 .58 74
2 30
B8
4 30
B8
5 30
B8
3 30 B8
0/900
bet-60
R5
9 24
B5
M
L L
I
BMJ BMJ BMJ BMJ BMJ BMJ acc.
BMJ BMJ BMJ BMJ BMJ SB gez.
LM RT TK TK TK SB get.
14-08-2025 11-08-2025 21-07-2025 30-06-2025 24-06-2025 10-06-2025 datum
5.0 4.1 4.0 3.0 2.0 1.0 ver.
M
7 24
L
B5
D H
MM
L
B8
SITUATIE
.17
M
D H
L
71.83
SCHAAL 1:500
Vijfde uitgave Inhoud buffers gewijzigd Vierde uitgave Derde uitgave Tweede uitgave Eerste uitgave omschrijving wijziging
04
M
L
L
M
L
24
B5
9 66 B5
20m
72
MM
M
L
M
L
6
5
24
24 B5
B5
2
L
M
71.23
0
DH
L
M MM
M
MM
R5
L
MM
I
0 pe-11 M D P
M
LM
pvc-25
L
M DM
L
M
M
MM M
Gemeente Beek
fase
: BO
schaal
: 1:500
formaat
: A0
blad
: 001
van : 001
projectnr.
: 25-028
tekeningnr.
: 25-028-TEK-BO-OI-001
Engineering Kantoor Herten/Roermond Business Center Roerpoort Boven de Wolfskuil 3 unit 3.D30 6049 LX Roermond
&
Advies
Kantoor 's-Hertogenbosch Larenweg 82 5234 KC 's-Hertogenbosch
Tel: 0475 - 71 13 90 e-mail: info@ducot.nl website: www.ducot.nl
Bestandslocatie: N:\2 - PROJECTEN\25-028 BEEK, Wijkontwikkeling De Carmel Beek\7. Ontwerp\7.5. BO\25-028-TEK-BO-OI-001-5.0.dwg
I
0+
U
L
I I
0+
I
D
71.3
D M M
H H H D MM
M
M
L
L
∅60
H
D
st
k
I
L
72
D
M M
mm
D
M
BT
pvc-315 71.90
M M
M M
.68
H H DMM
M
I
M
G
G
G
I
L
25
M M
73
MM D M
RH5
H
+
L
04
M M
H
MM DM
.30
D5
H
72
D
M
k
I
L
M M H
MM M D
I
H
H H
M
I
D
M
H
MM MD
I
M M
H
H
I
D
H
.85
k
MM M D M
H
M L
I
M M
72.21
M
H
73
M D
+
63 04 R5 .05 74
I
D
H
M
H
MM
.24
M M
H MM M D
74
U
D
I
U D
H
H D
mm
LL
L
M
H
MM M
0
L 9 08
I1
M M H
D D
L
M
25
I L
M M M HH MM MM M
M
DISCLAIMER kabels en leidingen De plaats van kabels en leidingen is op deze tekening slechts bij benadering ingetekend. In verband met mogelijke profielwijziging(en) van de omgeving kan de diepteligging en/of de horizontale ligging van de kabels en leidingen zijn gewijzigd. Huis- en kolkaansluitingen zijn niet weergegeven op deze tekening. Bij afwijking van de op deze tekening vermelde gegevens met de feitelijke toestand, aanvaardt opdrachtgever en/of Ducot Engineering & Advies B.V. geen verantwoordelijkheid.Als door of namens de opdrachtnemer kabels en leidingen worden beschadigd kan hij daarvoor aansprakelijk worden gesteld. Opdrachtnemer dient voorafgaand aan de (graaf)werkzaamheden te allen tijde een KLIC-melding te doen.
M
m
LL
L
D
D D
MM
Datakabel
H
.00
L
M H HMM M
M
H
Water leiding
H
30
LL
L
MM
D M M M D
H
H
PV C
L
L
Gas hoge druk
L
H
+
L
H
H H
M M L
L D
T
T
∅50
D
n
zo
LD
H
M
st
bk
D
M H
k
H L
D
T
∅50
D
H
ga
T
L
I
Gas lage druk
H H
H
.21
ka
pvc-200
MM
M D M M H H
M
G
G
G
D ∅50
D
L
L
L
I
LL
B.O.B. = 71.35+
52
D
H MH
D
W
MLD
96 zon I 2 ga
G
D T
T
∅50
D
∅50
H
71.35 PD = 74.20+
10
D M M
D
D
D
L iken ru st
D
L
∅60
vb
ts
H
n
L
53
D
M HD
n
D
L
∅50
∅60
∅60
D
L
0
∅4
H
plaa
k
zo ga
L
L
D
L ∅60
∅30
iken
ru
∅80
∅80
L
LL
k
L
10
D D
M M D
zo
D
L
st
L
k
L L L L
Hoogspanning
H
ga
L
∅30
D
L
∅70
L
D5
D
L
D
M D H
k
ML
D
72.1 0+ 2 43 50+ 95 72.10 . 73 k
I
T
5 LL 43
L
L
.12
D
D
M MD
H
L
iken
T
50 ∅50
vb
L
L
I
M
ru
bk
25
L
vb
∅60
.07
H
76
D
D
L
D
M D H
H
D
st
0
BR
I5
I
74
L
L
iken
L
L
3 49 51 36 . 73
M
71.35+
71.44
H
D D
ru
m
L
L
I
71.35
I L
L
L
L
ML
D ML D
71.8
L
L
k
D D
L
st
T
iken
L
ru
L
st
k
k
LL
L
L
beLt-600/900 L
ML
D
∅30
A
L
D
D
D L
H
H
H
ML D ML
400 mm
∅30
RA
L
st
L
∅50
0
H
.33
M
M
T
L
M M D k
D
∅50
PMD L
L
ka
D
∅60
71.44
1000 m
M
M
L
L
L
L
L
H
ML
L DM
37.00m
iken
ru
st
L L
H
D
D
H
D5
76
M
D
T
L
D
ML
D
PVC
vb
L
L
H
D
L
L
L
I
I
k
L
D
D
n
n
zo
vb
LL H
L
L
L
k
DL M
A
trap
P
H
D
L
H
Middenspanning
M
D
L
D
od
vb
L
st
D
L
L
H
M
Afdoppen uitlegger PVC ∅400
zo
∅70
ga
0 ∅4
∅60
M M
bet-600/900
71.80 ∅60
∅60
L
∅60
L
24.00m
L
L
H
Laagspanning
D
Afdoppen uitlegger PVC ∅250
ga
I
M
L
H
L
vb
L
st ka
st ka
ka
∅80
∅50
∅50
2 49 .92 73
n
BT
∅50
L H
D
D D
T
D
D L D D
M
∅15
D M
L
st no
G
W
L
L
D
L
51
zo ga
LL
H
L
L
M
n
D L
72.08+
6+ 72.0t-30L 0 be
D ka
L st
ka
k
st
L
L
L
L
L
L M
vb
zo
ga
MD
7+
L
LT
D
L
L
ka
D
D
∅80 ∅60
∅70
L
M LM
H
H
H
H
H
H
H
H
71.8
Instroomvoorziening ∅400mm
k
D L
71.5
D
L
D
st
L
99 I2
0 -30 L
L
0
I
B.O.B. = 72.10+
ka
st ka
∅70
D
L
L
L
∅80
L
Put met terugslagklep
Uitstroombak rond ∅250mm
INW. AFM. 1000x1000mm
L
L
L
LL
I
bk
D M
k
L
vb
L
14.66°
∅50
n
n zo
ga
∅60
0
71.8
00
3 bet-
PD = 73.80
H20
0+ 72.1
L
L
71.8
L D
D
BR
L
L
4+ st ka
D vb
A
A
zo
ga
∅50
∅60
I
L
D
vb
k
D
mm D
st
ka
D
∅50
L
H34 73.96+
L
LD
L
HWA PE inspectieput ∅800mm incl. putnummer en putdekselhoogte
LL
L
L M
vb
vb ts
400
L L
D
I
L
L D
L L D
P L
D
L M
n
plaa
0m D
D
72.2 D
D
L
0D+D
L
L
L
L M
zo
ga
D
79.0
B.O.B. = 71.48+
INW. AFM. 1000x1000mm
∅50
72.2
D
0 71.8
72.2
L D
D M
D
H
DD D L D k
iken
ru
D M
L
L
st
ka
mm
mm
0m 3D5.0
D
L L
D
L
M
M
st ∅20
∅30
D
L
PVC
D
4
200
bk
D
mm 250 PVC 00m 8+ 5. 72.1 L 1:2
L
H32 73.94+
LD
D
D
H
D D L D M H
L
∅20
D
M
.94
I
72.0 st
ka
DD
L
H33 73.96+
L
∅60
35.94°
4+
72.2
D
D
L
HWA huisaansluiting PVC ∅160mm incl. ontstoppingsstuk PVC ∅160mm Exacte locatie in het werk te bepalen
k
1
73
k
49
51
L D
st
L
ka
4
0m 1:2 L
L
bet
Slokopput met rooster op 73.47+ incl. spindelschuif
D
L
D
HWA slokop incl. putnummer en putdekselhoogte
pe-63
Basalton zuilhoogte 150mm in 100mm beton C20/25
n
D
M
D
72.0
98
PVDC
37.0
1:2
L
∅∅5060
.66
D
B.O.B. = 71.39+
INW. AFM. 1500x1500mm
L
M
L
T
M zo
∅20
mm
L L
st
I2
D
INW. AFM.D 1000x1000mm D
∅70
M M 5 40 50 .83 MM74
L
L
D
L ga
∅60
D
400
L
D LL ka
D
PD = 74.01+
H29
L
B.O.B. = 72.06+
L
8
bk
A
82.0
L
D
D
P L
73.L92 D L
pe-63
L
L
L
PD = 74.07+
H66
41
50 BR
74
∅50
PM
L
∅50
k
L
M
st ka
I
LL
LL
L
D
M
∅60
D
M
L
D
0+
∅60
D
L
vb
B.O.B. = 71.40+
INW. AFM. 1500x1500mm
PD = 74.55+
PVC 0m 35.0
PD = 73.47+
7
m
L
HWA inspectieput incl. putnummer en putdekselhoogte
D
A
k
st
ka
D
D D
D
M
G
A D R H16
0 ∅4
L
∅50
71.370+ bet-80
L M M
LL LL
D M
D
D
iken
D
M
0m 70.0
L
L
72.2
BT
L
0
∅4
L
1000 mm 71.40
71.40 14.356
∅60
∅50
M
st
H65
L
INW. AFM. 1500x1500mm
L
H
DM DD D H
L
ru
st
∅20
P R
PVC
D
L
D
0+
D D
72.2
D
L
L
ka
k
L
M
M
M k
M
M
M
M
M
M
D
∅90
D
n zo ga
L
st
L
D
D
PVC
U
m 200
LD
D
D L
L
ka
D D L
H35 D 73.96+
D
L
L
+ 2.20
D
I
L
pe-63
M M
M
∅60
D
PMD
D
mm
L
∅60
∅60
M
T
0m
mm
L
H18
I
71.33
DD D
L
L
MM
L M
0 -30L
D
L
∅60
D
D
Te verwijderen bestaande kolk
D
∅50
L
D
200
L
.22
k
T
3
∅60
71.35
M
H
DM DD D
M
M
iken
∅30
D
bet
D
D D
1:2
L
1:2
L
.39+ + 71
D D
D
DD D L
L
n zo ga
ru st
D
ML
D D
0m
4+
L
L
9
74
41
50
M
BT 1000 mm 71.40+ 19.00m
D
H
M
DD D
M
k
M
iken
vb
D
37.0
71.4
L
∅60
L
INW. AFM. 1000x1000mm
P
M
I
DD D
L
L
∅70
DL st
ka
PDVDC
mm
LL
I
L
200
71.40+
B.O.B. = 71.45+
I
73.91
L
D
D
D
k
L
D
600
L
L
L
∅50
M M
m
26.00m
L
ru st
k
D
k
n zo ga
0m
LL
M M
400 m
M
L
Bestaande boom
D
bk
st
ka
D D
BT
26.0
LL
n
M M
D
1:2
BT
D
D
Bestaande kolk over te nemen op nieuw HWA-riool, middels aansluiting PVC ∅160mm
DD M
vb
BR
iken
4+ 72.2
D D
0
∅10
6+ ∅70
0 ∅10
zo
ga
71.40+
M M
M
M
BUFFER 05 CAPACITEIT: 1255 m3 INSTEEK: 73.67m WATERPEIL: 73.47m BODEM: 71.30m
D D
MM
M
D
ru st
D
k
71.4
D
LL
L
bk
∅60
∅50
bet-600/900M M
M M
H37 73.97+ L
1
L
M
M
D
L
D D DD D
HWA lijngoot
ML k
5+ D
ts
0
L
L
1:2
L
L
L
L
D
D
D
D
D
4+
9
41
.77 M
H
L
D
L
B.O.B. = 71.48+
L
mm 250 PVL C 00m 8+ 5. 72.1 :2
D
DD D
D
D
D
L
71.3
50
74
L L
L
DD D
L
vb
M
iken
A
71.9
L
L D
plaa
∅20
∅4
k
LL
∅50
1000 mm
BR
W
trap
L
ts
plaa
M L M
H
L
L
k
mm 400 6+ PVC 71.4 .00m 9+ 12 D 71.4
D ∅50
D
L
L
PD = 74.75+
D
L
k
H
M
D
T
DD D
M
∅60
ru st
2
INW. AFM. 1000x1000mm
D
M
M
D
H21
L
D
L
D D D
L
n
D
zo
L
B.O.B. = 71.50+
0+
D
D
0 ∅10
34.95
k
M M
od no
∅60
71.4M4 M M
D
L
bet-600/900
L
M
L
M
ga
D
.95D
0
73
vbts
plaa
BT
∅50
I
L
iken ru
D L
L
D L LH
L
M
M
L
L
PD = 74.24+
H28
INW. AFM. 1000x1000mm
D L
L
D
HWA riool (geboorde leiding) incl. materiaal, diameter en b.o.b. in m +NAP
MM
B.O.B. = 72.43+
M L
71.5
L L
I
42
D
L
∅60
M M
k
st
M M
36
D
I
M
I
73.33
DM
8 52
B5
15
L
M D ∅70
k
L
50
L
vb
n zo ga
k
st ka
L
∅60
71.D44
k
M M
I3
D
LD
LD
D
D
M
M
M H
L
D
l
ap
L
∅60
71.40+
L
BUFFER 02 CAPACITEIT: 2933 m3 INSTEEK: 73.77m WATERPEIL: 73.47m BODEM: 71.30m
L
D
L
L
L
L
D
PD = 74.13+
H23
0m
mm 0+ 400 71.5 PVC m 0 13.0 8+ PD = 74.28+ 71.4
D
rioo
tr
L
∅60
M M
H36 74.10+
L
XX XX.XX
D
vb
L
W
od
no
∅50
L
∅50
71.40+
M M
∅70
71.77
k
L
D
k
L
D
H
71.33
D
D
MM
L
73.24
L
L
D
80 B5
7 52 B5
10
DD
M
D
RA
+
3 72.4
33.0
n
M
st
st ka
D
M
L
DD
H15
D M L
1000
L
H
D
D
M M
INW. AFM. 1000x1000mm
zo
L
ka
iken ru
L
D
L
D
D
M
L
M
73.0
L
12.16°
M
L
D
LD
2
L
D D D
n zo ga
L
∅60
I
B.O.B. = 71.46+
INW. AFM. 1000x1000mm
D
5+ 71.45+
M
k
st
L
bet-800
st
M M
LL DM L
D
7+ 71.3
L L
M k
42
D
72.2
PA
st
L
∅50
∅50
m
M M
H22
LD
DD D
D
D
L
L
D
XX.XX
L
LL
LL
D D D
M
M L
.16
L
ga
M
n
k
st
ka
st
ka
ka
L
D
L
L
L
L
DD
DD
M
L
I
5
L
50
74
I
0 72.4
mm
L
B.O.B. = 71.52+
8+
HWA riool incl. materiaal, diameter en b.o.b. in m +NAP
ts
L
r
G
k
T
r
L
ka
D D ∅30
∅1000 m
0 ∅4
PD = 74.15+
L
D D
DD
D D
D
L
D
M M
D
PD = 74.13+
71.4
XX XX.XX
plaa
∅70
L
I
st
D
29.671
M M
0m
35.0
D
L LL
M
dk
st
I
D
L
DD L D
D
0+
D
6+ 71.4
M M
L
∅60
∅70
zo
st
L
L
BT
L
M
L
0
DD M
M
L
D DD
L DD D
vb
L
ka
L
∅60
BT
L
k
L
L
D
ga
ka
0
∅4
D
RA
D
L DD
st
ka
L
DD
betD
I L
M
L
DD
M
L
DD
L
L
D
L
B.O.B. = 71.37+
L
L
72.4
H24
40 PVC
D
L
D
vb
r
.97
st
ka
st
73
ka
∅70
L
ts
plaa
71.83 ∅60
vb
∅50
∅90
74
L L
M
L W
400
bk
L
L
+ 1.52
m 0m
B.O.B. = 71.49+
L
D
D
D
L D
D
D
L D
k
L LD L
PVC
L
BR
r
r
1 42 50
L
D
∅60
M M
3 43 .38 74
H25
MM
L
L
ka
L
L
st
ka
k
L
7
0m
INW. AFM. 1000x1000mm
DD
D
M
L
D
M
L
D
st
D
D
D
2
72.2
35.0
PD = 74.16+
D
I
4
73.0
L
L
00
T
D
71.44
vb
ML M
D
D
4 41 .62 75
∅80
D
DL
L
ka
ka
97 I 2 st
0
D
INW. AFM. 1000x1000mm
9+
71.4
D D
LL
D
M
k
vb
n zo ga
n
ts
L
plaa
DL
M
M
MM
st
ka
zo
D
L
10.16°
71.40+
M M
50 ∅60
L
L
H41 74.79+
I3
I
D
50
PMD
M
L LHM
DD M
L
M
5 pvc-31
51 10 D5
mm 250 PVC 0m 2+5.0 72.3
ga
D
72.90
k
71.83
n zo ga
∅60
L
n
zo
ga
n
zo
bk
2 41 50 58 . 75
M M
I
A
P
35
74
D
H
MM
L
D
L
D
L
L
L
L 0 53 L .13 76
L
D
L D L
L
D
51
L
D
L
L D
L
D
H40 74.70+
D
H
D
D
H
MM
L D
D
LD
MM
MM
DL D
MD
L
L
D L
D
H
L
D
D
bet-M 300
L
DM
74.15 DD DD
D
L
D
L
D
I
L
D
L
HD
D
D
M
M
M
M
L
D
-30D
bLDet
0
0+ 73.0
DM
L DD DD D
6 40 50 .62
L L
D
L DDDL D D
L DD D D D
D
D DD
D
L DDLD D
L 0 73.7
DD DD D L
L D
L D
D
M
L
L DLDD D
L DD D
MM
D L
bet-3MM00
MM
MM
.52 75
L
D
D
74.80
D
L
I DL
73.53
MM
MM
MM
I
73.53
L
51
D
L DD D
D M
D DD
M
M D D L
DL
51
I
D
D
D L
74.80
LD
L DD D L
D
T
L D D
bk
D DD
L L D D
D
MM
MM L
D D
L
L L DM
D
D L M
DL
D
DM
73.65
MM
MM
MM
bet-300
MM
MM
D
D DD
MM
D
D D
MM
9
D
D DD
52
D D
L
MM
D D D DD D LDM
L
L
D D
DM
73.65
ID D DD
L DM
L D D LD M D
D DD
D
D
M
L D D DD D
D
L
D
L D
D
L
L
DM
L MD
2 72m.2m 400
L
PVC
L
L
L
H38 74.10+
D
L
L
Afdoppen uitlegger PVC ∅400
L
L
L L DM
D
L
L
L
8+
L
L L D
H
M
72.3
mm
D
L
38
7D3.0
300
PD = 74.56+
34
L
1:2
∅60
L
∅60
∅60
∅60
∅50
n
zo
W
bk
BR
ga
L
M
73.24
∅30
D
L
G
I3
I3
L
D
L MD
D D DD D
D
M
DL L
∅4
∅50
0
∅4
L
∅60
iken
ru
st
L
D
k
L
D
L
M
D
74.12+
U
∅60
∅60
29.40°
L
bet-800
∅60
D
73
DD
mm
LL
8
7LD2.8
D
33
D
51
D D
0
L
k
iken
L
I
.04+
36
H42 75.08+
I3
D
D DD
L
L
D LM D
9 50 51D D3D5D . 75
M D
D DD
DDD
D
L
T
D
M
73.95
.31
D D
76
D D
L
MM
T
L D
D
L D D D D L D
MM
bk
L D D DD D D DD
∅4
∅70
∅70
∅70
0
k
5 41 50 2+.70 72.974 L
I
73.35
ru
st
D
k
I
∅20
D
D
M
M D
DD
D
73.95
D
D
L
L
.46
bet-300 L
MM
1
MM
40
MM
D
L D D DDD D D
76
L
MM
D
L
75.08D D L D DDD D DD L D LD DDD D D
DDDDD DD
L
MM
k
ga
∅30
iken
ru
∅4
D
5 ∅60
L
I
L
D
L D
D
D
M
50
MM
5 45 .74 76
50
MM
L
L
D
L
74.29
D
DD
L
DD
H
L
D
L
L
L
73.3
L
trap
L
L
L
L
M
I D
L
L
D
D
L
L
D
3
+
2
72.3
L
D
D
D
m 6.00
iken
D
iken
L
D
L
L
od
k
L
D
7 52 51 78 . 75
L
D D
I
M
D
L
L
L
I
DD D LML D DD
L
D
L
H
D
D
D
D
D
4 72.3
D
.00m
D
D
8+ 7D 3.0
27
L
D D
I
-60
D .00m
D
D
I3
D D
L
bet-300L
L
M
L
L
74.30
D
bet-300 L
L
L
T
D
D
74.43
L
DD
M D LL D D D
L
L
M M
L
L
ru
L
L
4 71.4
26
n
T
DD D L LM
L D LD D D DD D D M
L
M M
st
trap
vb
∅70
no
D
I3
L
MD
zo
ga
L
st
bet-300DM D D
D
D
74.43 L
D DD L M D MI
M
D M
M
L
DD
∅50
st
od
no
W
k
st
ts
L
plaa
32 I3
31 I3
n
L L
ka
L MD D
74.92L
1 89 B6
D
L
M
bet-300 D D D D DDD D D D DD L L
73.82
1:2
∅70
D
∅60
L
bet-600/ M 900 M
k
L
A
vb
L st ka
L
I
L
W
D
4 30
L
DM
∅70
mm L
D
ru
st
∅50
L
H17
L DD L
M
L
B7
L D
D M
L
D
L D DL D D M D
D
DD
D D
n zo ga
D n zo ga
L
M M
iken
n zo ga
n
zo
ga
400
k
L
PVC
30 I3
29 I3
zo
ga
L D DD L D
D
L
bet-3 00D DD
PVC
4+
200
Kruising met hogedruk gas
L D D DL D D D M
D H
D
4+ H39 72.3
D
XX
D D
M
D
L
H
LD
200
PVC
0m
DD
0 -30 bet L
L
D
L
D
L
73.43+
1:2
D
L
L
L
DLL D DDDD DDM DDD DD D
M
D
XX.XX
H
DD
D D
D
D
M
L
L
71.0 1:2 5+
∅70
0m L D
L
∅30
L
ka
L
∅60
7 40 50 89 . 75
L
∅25
28 I3
k
bet-300
DD
M
L
D L
D
I
2
00 0/9
bet
L
∅30
∅30
∅70
∅50
ts
4L
DD L
L D DDL
7
52
B7
D
L
74.65
D
L
m 50 m
M M
M M
D D
M
L
D
M DD D M
L
mm
L
2 71.5
M M M M
M M
INW. AFM. 1500x1500mm
L
315
M M
M M
L
L
M M
M M
B.O.B. = 72.30+
vb
plaa
40
.53
76
D L D D
M
L L
L
90
∅60
59.0
L ∅60
M
L
74.72
I
50
DD L
3
89
D
DD
L
M M
L
∅60
L
L
L
W
L
vb
D D L
75.14
B6
D
I 10
L
D
st
L
st
iken
k
D
∅25
L
L
L
L
L
M
M
M M
L
L
k
bet-300 k
bet-300
∅
M M
M
PD = 74.92+
L
D
D
D
M
∅70
L
L
∅70
ru st
1:2
0
PVC
L
ka
∅30
I
ka
L
ru st
D
k
I
I
8 52 B7
M
I
M
M M
73.32
73.63
L
6 50
.24
L ∅70
P
L
7I 4.4373.74
L
L
C
00m
M
M
H07
bet-300
73.43
73.43
bet-300
D
D
D L
8
73.8
D
D
I
D
L L
L
L
L
D
DD
L
D
D
D
DD
L
L
D
L
L
L
L
M
M
D
D
L
D
75
k
be L
L
L
L
L
L
L
INW. AFM. 1250 x1250mm
I
51
D
D
H45 75.95+
D
∅50
trap
T
D
9
52
B7
I
∅70
od
DD L
DD L
DD
8
74.7
DD
∅60
∅70 n zo ga
∅4
LL
st
st
A
D
L
L
0L t-30
L
L
st ka
8+ st ka
RA
0+
D
L
LL
st ka
L
DD
L L
L
L
36.0
73.7
+
L st
DD
0+
7M2.3
k
no
L
∅70
L
L D
ka
+
D
vb
st
ka
st ka
L D L
I
DD
∅80
k
l pe
∅50
D L
D
ka
DD
D
DD L
0m
D
8 73.7
D
st
D
+
M
D
75.74+
DD
D
H43 75.60+
D
D
ka
DD
Afdoppen uitlegger PVC ∅400
INW. AFM. 1000x1000mm
PMD
8
.53
76
52
W
D LD D
75.34
D
2 53
DD
PV
39.
M
73.35 mm 600
0m 25.0
M
M
M
6 72.3 mm 600 + 6 3 . 72 6+ .00m 72.3
M
01 I3
L
L
72.5
B.O.B. = 72.50+
PVC
B.O.B. = 72.45+
INW. AFM. 1000x1000mm
mm
B.O.B. = 72.40+
+ 3.74 H44
7
BT
ka
∅80
8 40 5L0 50 D . 76 D
bk
I
PD = 76.58+
H10
H64
D
DD
4x PVC ∅315 exacte locatie in werk te bepalen
M
4+
T
DD D W
74.9
200
PD = 75.66+
B.O.B. = 72.36+
4 73.7
DD
7
PD = 74.45+
4 0+ 1 72.4 + 74.81+ mm 0 1:2 72.4 200 D PVC m DD 6.00 3
mm 250 PVC 00m 2+5. 73.7 1:2
72
L
L
G
0+
D
+
0 72.5
5
1:2
∅80
L
.44+
D
D
H31L
INW. AFM. 1000x1000mm
U
D
INW. AFM. 1500x1000mm
BT
BUFFER 04 CAPACITEIT: 1011 m3 INSTEEK: 75.31m WATERPEIL: 75.11m BODEM: 72.30m
DD D
st W
0
D
50
bk
mm 29.5 2°
23
m 72.40 +
+ 2.45
60
0m
M
.08
75
400
.00m 73.
L
L L
m 0m
30.0
PD = 75.11+
51
3+ 11
iken ru
DD
ka
L
I LD
H05
600 m
1:2
BT
L
D
H
D
LD
D
L
∅1000 mm
M M
iken
∅60
∅70
∅60
∅60
em
L
73.7
k
st
1 41 .58 75
iken ru
.00m
B.O.B. = 72.42+
L
73.63
M
k
PA
∅70
ru st
∅60
∅50
k
dr
L
L
300
D
I
0
∅4
PVC
73.2 k
L
50 st
st
ka
st
ka
k
51
D
k
1 53
D
iken
∅60
k
bet-
mm
∅30
2+ D
L
3 ∅60
+ 13
PD = 75.88+
∅50
∅60
∅30
0
∅4
74.2
73.9 ∅60
72.42
+
L
D
D
L D
D
D
36.0
r
B.O.B. = 71.40+
∅60
L st
L D
L
L
7°
M
M
M
8+
L
n zo ga
∅60
L
L
L ka
200
∅60
∅80
vb
ap
DD
BT
38.5
DD L
L DD
DD
M
M
M
I
D
L 73.63
L
M
INW. AFM. 1000x1000mm
DD L
75.0
L
D
73.93
D
D
D
D
D
D
D
H03
L
L
D
DD
bet-400
L D
D
D
L
k
9+ D
st
ka
L
tr
L L L
∅60
st
L D DD
D
DD
L
05+
4x
M
DI
bet-400 D
D
D
D
L
vb
73.2 st
L
od
iken
ru
∅15
ka
st
ka
DD
L DDL
DD
L DD L
∅70
n
zo ga
k
st
L L
bet-300
M
L D LDD D L D
M
DD
b
ka
M
H48 76.73+
B7
2 53 51 70 . 76
D
st
st ka
vbvb
DL DD D D D L
75.0
L
L
DD L
L
Slokopput met rooster op 75.11+ incl. spindelschuif
B.O.B. = 73.23+
INW. AFM. 1000x1000mm
74.05
m 33.00
04
ka
00 et-3
3+
D
L
DD
L DD L
H02
m
400 m
Slokopput met rooster op 76.16+ incl. spindelschuif
I3
L
D
k
9+L 73.2 L ka
n
zo
ga
k
A
L
PD = L75.72+
L
M
M
6+ H46 74.7
L D D L
ru st
er bb ru
k
vb
L
T
SP
vb
L D no
st
∅60
W
L
D
6 36 50 07 . 76
MM
W
L
0m
35.0
I
DD
D D 18 74.
76.46+
L
st ka
D
D DD D L DD
3
53
0
53
L
D
D
H47 76.65+
L
I
Afdoppen uitlegger PVC ∅400
D
∅70
0 ∅11
k
L
0m
L
n
zo
0
∅10
L
n
zo
D
I
B7
4
B7
B7
L D
mm 250 00m
ga
D L
DDDLDLD
76.35
53
8
53
L
DD
D
mm
35
D
0+5.
D
D
M
B7
5 53 B7
7
53
6 53 B7
B7
B7
D
1:2
M
DD
PVCD D
PVC
n
zo ga
vb
L
DDDDDB
I
D
74.7
1:2
D
∅30
76.35
bet-300 526 7
L
1 53 51 98 . 76
20D0D
1:2
9+
74.9
D D
.00m
D
2+ 74.7
DD
DD
05
∅90
∅90
vb
mm
L
k
D
n
T
SP
∅30
D
ga
MM
iken
D
75.98
L
LLD LL LL D D D
L
D
D
BUFFER 03 CAPACITEIT: 504 m3 INSTEEK: 76.36m WATERPEIL: 76.16m BODEM: 74.08m
BT D
D
I6
11
I3
L
400
0m
PVC
zo
L
k
L
M
ru
vb
L
M
PVC
U
M
B.O.B. = 74.08+
m 400 m + 74.07 C + V 7 D P .0 2 4 1: 7 + 6 m .8 3.00m75 0 mD 1 + 0 8 2 .0 74
∅20
L
DD
L
INW. AFM. 1000x1000mm
∅30
76.01 DD
M
PD = 76.16+
H04
st
vb
I
M
DDDD DLDL L L DL
I
L LD
D
D
DDDD
4+
0
MM
∅10
∅20
iken
ru
∅30
∅30
L D L
3 40 50 L 11 D 7. 7
D
DD D
L
LD
k
DD D D
D
L LD
74.76
M
71.
1:2
1:2
PM
P
L
bet-400
∅20
k
st
D
DD D D
M
M
M
M
M
DD
L LD
LL
LL
LL
L
∅30
k
DD
LL
LL
LL
∅20
L L LL
W
bk
1
D D
76.54 D
D D
L
D
D
BR
54
DL L
T
∅50
vb
W
L
LL
LL
L
L
BUFFER 06 CAPACITEIT: 1992 m3 INSTEEK: 74.21m WATERPEIL: 73.47m BODEM: 71.30m
G A R D
L
st
ka
D
74.2
L 0
L
∅60
D
W
L
.76
I
L
∅70
L
B7
D
22.0
L
38.0
ga
∅60
D
∅70
MM ∅10
iken
L
W
L
74
PD = 74.26+
D
n
zo
vb
∅70
L
L
mm
L
ru
st
28
D DD D
bet-300
I
I
bk
D
ga
D
st
250
M
∅20
L
L
D
∅20
∅50
I5
D DD D
L
H51 75.44+
L
m
D
L
H27
M M
ka
D
M
0m
∅80
L iken
ru
st
∅20
iken
ru
st
iken
ru
st
L
D D
D D
L
PVC
BR
02
0+
n
zo
T
SP
L
L
st
35.0
M ∅80
L
iken
D
L
L
L I3
73.7
T
ga
SP
mm
L
ka
03
n
zo
ga
PVC
M ∅20
ru
L
D D L
L
D
L
∅20
st
L
D
D
D
D DD D
B.O.B. = 73.29+
INW. AFM. 1000x1000mm
n
∅60
L
400
D
I3
∅90
M
D
iken
st
D D
D
D D DD D
L
-30
M
iken
ru
st
ka
D
H49 76.06+
D
D DD D
MD
D
H
U
m 200 PVC
72.3
D D
B.O.B. = 73.57+
INW. AFM. 1000x1000mm
PD = 75.39+
H61
zo
0m 84.0 L 0
k
L
ru
st
0
∅10
L L
st
ka
D D
L
H62 74.08+
L
2+
ga
bet
st
iken
iken
DD
D
D
D
L
P RA
P
I
1:2
D
0+
L ka
st
ka
8+
ru
st
iken
ru
L L
DD
D
D
D D D
27
L
L
mm
71.42+
L
PD = 75.22
H60
.00m
A
L
D
7+ 73.5
73.5
L
D
74.2
ru
bk M
st
st
DDDD
D
0
D
D
BUFFER 01 CAPACITEIT: 786 m3 INSTEEK: 73.94m WATERPEIL: 73.47m BODEM: 71.30m
24.00
INW. AFM. 1500x1500mm
∅60
LD
L
st
D
8+
∅90
iken
ru
st
∅60
L L
D
DD
30
L
L
PVC
ka
D
74.2
M I
∅60
D
t-
L
D
PVC
L
L
be
L L
L
2
st
n
zo
ga
∅60
L
D
L
∅60
L
73.64+
L
m 00 m
ka
D
73.7
vb
L
L
L
mm
∅70
M
iken
ru
st
∅60
I
H50 76.00+
H52 75.44+
L
31.00m
L
L
L
st
D
ka
200
DD
D
k
M
L
1+
st
D
L
L
0m 35.0
∅70
.10
9
40
50 77
D L
L
B.O.B. = 71.40+
L
L
B.O.B. = 73.41+
T SP
LD
∅70
∅60
vb
D
L L
L
8+ 73.58+ 73.5
PD = 75.39+
k
n
PVC
zo
D D
ga
n
D D
k
M
L
D
7L3.4
L
mm
st
zo
M
k
75.33
D
PVC 200 mm
19
H58
2D 5D0
∅60
L D
L
L
ka
ga
L
D
mm
200 .00m
L
M D
L D
L
PD = 74.69+
H26
INW. AFM. 1500x1500mm
L
L ka
D
D
∅50
k
k
D
L
k
L
M
M
.33
D
L
M
75
∅80
W
0m
D
W
L
LL
D
vb
15.0
k
st
PD VDC
38.0
k
L
D
∅80
L
BT
iken
33.239
ru st
28
I8
93
mm 400 3.41+ 7 PVC 0m L
9+
ka
n
∅60
L
∅60
M L M D D
L
L
D M
D
BT 600
D D
M
L
n zo ga
LD
D
D
D
B.O.B. = 71.42+
m 600 m
71.40+
L
H59 75.34+
INW. AFM. 1000x1000mm
zo
L
D
L
∅70
D
L
D
DDD
2+ 73.5
ga
D
D
L
H57 75.39+
PVC
L
D st
ka
∅70
∅70
∅60
D
D
D
D
D
D
B.O.B. = 73.49+
73.4
L
D
D
TG
L
L
D
3
D D
vb
L
W
st
2+
M
∅70
DD
L
L
L
L L
73.7
0
∅4
∅70
2+
D
D
L
ka
74.3
k
M DL
L
DD
M
∅70
L
D D DDL
I
D
∅60
D
L
L
DD D
DD
9
∅70
D DD
D DLD
6 41 L
st
ka
6+
∅60
k
L
D
L
M
D L D
D L D
1:2
INW. AFM. 1000x1000mm
L
bet-300
∅60
D
M
PD = 73.47+
H08
L D
D D
D
D D
M
PD = 75.39+
INW. AFM. 1000x1000mm
L
W
D
vb
D
89
DD
D
D LDD D
k
L
D
L
k
74.3
T
5 74.3
M DD
I
bet-300
L
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75
73.6
D
L
0
∅4
I
D
M DD DL
bet-300
D
L
LL
L
75.33
D
50
0
∅4
0 ∅4 k
vb
D
D
L
43 I8
k
bk
BR
.90
D
L
B7
∅70
D L
D D L
D
D L
D L
DL
DL
I8
18
19
0 41
50
75
DDM DL M
D
L
L
D
L
I
D H
∅70
M
D
D
Slokopput met rooster op 73.47+ incl. spindelschuif
k
0
∅4
I3
I3
D
L
DD
59 I7
94 I8
0 ∅4
41
I8
36
42 I8
I4
k
D LD M DM
L D
L
H63 76.02+
35
D
PVC 200 mm 74.53+ 16.00m 74.51
25
I3
MDD L DM D
bk
I
D
I4
D
75.86
L D
m 250 PVC m 00 L 20.
D
∅70
D
L
M M
D
21
I3
M D L DM DD
L
B.O.B. = 74.32+
6+ 73.6
D H
D
L
DL
D
D
L
L
M
D
D
73.71
LL
LD
22
I3
L
D
L
H01
m
H53 75.56+
D
∅60
iken
D
ru
st
DL
L
DD
D DL
L
D H
k
L
M M
D
D D
M
.13
D
vb
I
L
L
71.95
DL
D D L
76
HD
∅70
mp
po
D
D D
D
L
L
LD
M
L
D
BT
6.99°
L
4+
73.6
T
D
k
HD
L
L
I
06
D
D
D
D
58
23
I3
D
M L MD DD D
D
PD = 76.02+
INW. AFM. 1000x1000mm
W
HWA aansluiting exacte locatie in werk te bepalen
H06
L
D
∅60
∅50
∅50
M
D
D
k
st
D
L
M
I7
D
D
L
D
D
PVC 200 mm 74.53+10.00m 74.55+
36
.00
HD
D
D D L
M
L
D
D
10
76
H D
D
ka
L
L
M
M
H D
D D
M
73.70
L
L
L
L
M L M DD D D
D
18.00m
L L
L
bet-400
H5
LL
D
D
D D
24 I3
D
L
0 31 50 56 . 77
74.55+
200 mm 74.53+
H56 76.24+
L
T
1 25 61 91 . 75
LL D
H
D
L
D
D
D
I
H55 76.25+
PVC
L
M
DD
D
D
L
T
I
D
L
L
L
611 B7 I
H54 76.25+
L
M
D
M
M
M
LL
D
M M
L
DD
L
D
L
D
L
L
L
L
L
L
L
L
L
L
D
L
D
D
L
D
HWA aansluiting exacte locatie in werk te bepalen
D
D D
L
L
M
I
73.46
L
iken
L
L
D
07
I3
I3
LL
L
D
L
D
13
D
L
L
L
L
LD
M A ML DD DM D DD D D 4 2 D 10 H5 28A3 108.8 D5 7 83 . 78
L
D L
L
L
L
L
L D
H
D
I I
bet-1000
bk
T
L
ru
luik
st
∅30
D
73.12 73.10
M
M
73.10
I
L
74.10
M
L
L
L
L
D L
L
M
D
∅70
W
D
D
I
H
D
L
M
M
D
D
D
I L
M M 0 bet-100
H
74.3L4
DD
DDDD
D
0 25 61 18 . DD 76
L
LL
D
L
M
M
L D
D LM
D
D
DD D D D L L
D
L
D
73.46
3 42 3 60 5.60 43 7 23 5 29A 4 5 . 0 bet-1000 75 51 8 72.95 H 5.5 7
bk
L
H D LMD
D
D
D
I3
L 09
12
L
D
I3
L
I3
57
14L I3
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D
L
L
L
L
L
D
L
D
L L
72.97
I
A 33 34 42 5.60 7
T
D H DL D
D
L
L
L
D
D
L
D
D
D
D
L L
M
L
bet-1000
bet-400
73.38
D
D
L
L
D
L
L
D
L D
L
L
74.3LL4
L L
DD
DDDD
D
L
L
DD
D
DD
D
74.52 L
D D D L D D
D D
D
DD
D
DD
D
DD
I
I
I
k
t sats kak
M
L
D D D DD bet-300 D DL D DD D D
D
DD
DD
DDDD
D
DD
I DDDD
D
D DD
LDDDD
L L
L
L
L
M 50 10 DM5 77 . 75
71.95 71.98
M
H
D D
D DDLD
D
bet-1000
M
L
4 42
L D D
D DDLD
D
D D L L
L
D
D DD
L
I
71.96
60
L DD
D DLD D
73.14
72.11
M
D L DDDD D
D LD
L L
6
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M
H
I
300 betMD L DD DD D
D D DDDDDL D DD
M DD D
74.2L9 L
L
D51033 75.65
bet-600 bet-1000
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74.25
74.25
L D D D D
D
42
T
H
73.18
76
L
L DID D DD DLD D D
D D D DD LDD D D
L
60 76
H
28
L
L
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74.52
H
T
10
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D L DD
L D D
D D DLD DD D
L
L
D
DD
L DD D D DD
DL
D
L
L
71.95
D D D D DDL
D
D D D DD I D D LDD L L
D
D D D DD D DLDD L L M
D
DD
L M
L
D
DD
L D D D DLD DD D D
DD
L
L
L
L DD D LDD DDD D
L
L
L
D
DD
DL
DL D
D
L
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72.11
1000 betD DD DD D
DD D D D MD D L D L L M
H5
75
5
D LD
DD
74.36
L
L
T
L M
L
I
G1
DD
L
L D
74.05
73.78 73.10
5 25 61 00 . 76 96
ID L D
L
L
L D
D
M
L
L
D
D
DD
D
73.18
D
75.20
L
DL L
74.36
75.20
L
D
DL
D
73.81 I
L
betL 300 D
L
L
L
DDD DD DDDDDD D
I
D
D
DL
LD
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L
D
L L
L
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D
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D
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bet-300
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73.97
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75.73
D
D
L DL L D D
D
74.36
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bet-600 bet-600
D
D
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D
D L
D
D
D
MD
DL
D L
MD
LD
DL
M D
L D
DL
M D
bk
D
D
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L D L
D
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75.73 L
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L
L
D
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D
L D
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L
31 10 D5D D16DD DD DDDDDD D D . 76
27
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75.77
L
10
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76
D
D ML D
D
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74.10
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L
L
L
L
L
L
L
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L D
L L
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D L
L
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D
L
M
L
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D
M
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L
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L
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D
DD
M
D
D
9 35 61 30 .
76
L
D L
L
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bet-600 bet-600
7 25 61 0 0 . 77
74.40
77
D
D
75.3M3DL
D D DDDDDDLDDD DD
D DDDDDDDL DD D DD
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L
L
L
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L
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L D DD D
D DDD L DD D
L
D
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L DDD DD D
bet-300
L
D
D
D
D
D
D
D
L
D
D DD D L
L DDD DD D
D
L
D
0
D
D L
D
DL D
D
D
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H51029 75.84
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74D .62
L
D
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XX
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bet-300
D
L
H
L
L
L
L
8 25 61 08 . 77
74.70
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DL
76.26
L
D L D DD DDDDD D
D
D
L D DD D
D D
DL
L
D
LD
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D
D
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L
7 41 60 37 . 77
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26 30 10 181402 H5 D0G59 .08 . 77 7 7
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75.05
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76.26
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78
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D
bet-300 L
D
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L
D
bet-600
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75.11 I
74.78
D
DL
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L D D D D L
L
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D
L D
D D
bet-3 DL 00 L
75.91 74.89
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D
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D D DD
L
bet-600 75.87
D
D
L
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T
L
L
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L
M
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L
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L
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55
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L
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Te realiseren stapelmuur van adrenner gres met afsluiter
L
D
L
D D
D
D
st
D
D D
D M DDDD D D DDD I
D
L LHM
ka
D
D
L D
L
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bk
DL D L
D
T
D
L
D
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L
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75.30 L 7 42 .18 76
60
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L
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9 D 25 61 04 D . 78 L
L
D DD DDD
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29 10 D5 94 . 77
M
LDL D
D L
L
78
D
1 84 G1
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8
25 10 H5 01 . 78
D
D
M
D 76.43
LDL
D
D
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DD
D
L
L
77.15
M
bet-500 bet-500
L
DD
L
LD D 76.43
M
D
L
D D
L D D D L
D
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L
L
L LD
D M
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L L 2 26 C1 61 .53 24 10L 78 L DH5 D 4 bet-40078.6 bet-400 76.2676.25
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77.15
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L
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M
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02
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8 DL 30 60 68 L .
78 D L
L
T
9 30 60
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L
D
D D D D
L D DI
L
L
L
L
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76.15 76.15
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DL
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L
DL
D
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82
L
G1
L
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L
L
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25
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D
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L
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L
D
D
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D DD
D
L
L
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D
Te realiseren stapelmuur van ardenner gres
L
81
L
D
L
M 72.26
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G1
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DL
5
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77.03
L
D
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L
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L
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4 8 D 02 102 1 H5 D564 .64 . 78 78
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L
L
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L D D DD
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D
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77.03 M D D L
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D
L
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D D DDDD DDLD DID
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Te realiseren buffer
M
D
G1
G2
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D
DD
M
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D
D D DD L
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bet -300
L
L
D
Kadastrale grens
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54 H 2 61 06 L 7. 7
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L
7
G1
G1
8
3
T
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M
D D DDD L
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Werkgrens
M
L L
15 G6
17 G6
18 G6
D
D
22
D
M
D
L
72.26 M
L
D
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26
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L
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Bestaande riolering
M
L
L
76
L
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1 23
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2
61
T
D
L D DM D L
DL ML D D D
DD
D DD D DDD DL
DD D D DDD LD
DD DDD LDD
71.83
M
0
D
D
H
G1
G1
6 93 G1
5
8 93 G1
93 G2
01
D
L
M
-30
L
G1
47 G8
G2
79
D
L
L
DL ML D D D
D
DD D LD
DD
DD D
D DL
L
D
bet
D
L
M
L
L
D
L
L
L
D
D
L
3 98 G1
L
bet-300 D
LD DD
D
L
DD D bet-300 D L
M
L
D
L
D
L
DD D
74.60
D
L
L
L
I
D
4
.89
D
L
bet-600/900
H
L
09
L D
L
D
M
L
L
66 76
0
L
D
8 17
L
L
I
D L
D
D
84 G1
H
3 10 G2
67
66
G7
G7
bet-1000
M
D
L
D
Legenda
M
L bk
L
D
I
8 42 60 20 .
77
L
I