Bloemendal IIA_Toelichting_Bijlage 32 Waterhuishouding- en rioleringsplan (2024)
Tekst van het document
8.483 8.582
8.661
8.54
8.496
8.821
8.56 12.3
8.105 7.957 8.249 7.186
9.06
9.06
8.45 8.45
8.41
8.450
8.863
8.419
8.41
8.505
8.978 9.003
8.371
8.529 8.875
inst 0.6 3.8 8.45 5.90 8.45 8.658 5.6omc 8.56
8.621
8.87 4.5n 8.87
8.46
rast.inst
8.377 8.574
8.979
9.061
8.317 8.282
8.371
8.381
8.604
9.065
9.073
8.3508.291
8.135 7.082 8.069 8.057 8.1198.042 6.989 8.365 8.362 8.414 8.391 8.456
7.941 7.066 6.990 8.452 8.303 8.581 8.468.539
7.930 7.0056.975 8.066 7.779 8.362 6.971 8.205 8.180 8.418 8.410 8.234 6.929 6.807 6.819 8.146 6.848 8.240 8.357 8.4078.355 8.366 8.400 8.449 8.406 8.269 8.365 8.377 8.277
6.948 7.029 8.063 8.122 8.246 8.006 7.963 6.993 8.115 8.150
8.34
8.340
8.319
8.566
8.0487.286 8.012 7.265 7.276
8.006 7.133
8.234
8.278
8.106 7.125 7.130 6.838 6.810 7.094 7.173 7.170 6.814
8.296 8.34 11.0bm inst5.5kroon
8.339
8.357
8.989
9.113
8.305
8.340
8.363 8.593
8.956
8.240
8.103 7.155 7.050 7.111
7.164 7.095
8.292
8.632
9.148
8.160 8.260
8.360
8.686
9.280
9.265
8.287
8.267
8.319
9.025
8.691
8.804 8.780 8.868 8.754 8.7678.818 8.013 8.410 8.584 7.854 7.895
8.696
8.245
8.265 8.237
8.237
8.158 6.846 7.073 6.906
4.0z rastr4.9inst bm 8.231 8.212 4.3bm 0.45
8.220 8.282
8.312
9.088
9.039
8.752 8.673 8.774 8.693
8.597 7.863 8.542 8.751 8.506 7.923 7.981 8.576 8.019 8.616 8.753 8.809
8.380
8.793
8.223
8.378 8.174 6.916 7.006
8.155
8.262
8.710
9.342
9.243
8.771 8.874 8.8028.773 8.785 8.687
8.725
9.024
8.357 7.023 6.957
8.141
8.244 8.364
9.280 9.263 9.096 9.107 9.090 9.099.289
8.695 8.748
8.515 7.829 8.7948.827 8.886 8.775 8.469
8.341
8.811
8.133
8.126 8.130
8.302
8.796
8.576 7.866
8.529 7.782 8.551 8.392
8.342
8.40 inst 9.9 8.40
7.014 6.974
3.3z rastr4.7inst
8.326
8.348 8.862
8.47 inst 10.8z 8.47
8.427
8.091 8.150
8.302 8.384
8.882
8.705
8.111 8.157
8.307
8.176 6.944
6.991 6.970
8.116 8.113
8.196
8.323
8.407 8.8378.801 8.783
9.015 8.924 8.982
8.8088.856 7.791 8.563 8.827 8.927 8.8028.848
8.327
8.45
8.375
3.3z rastr5.9inst 8.17
8.203
8.45 inst 9.4z
8.416
8.232 6.860 7.075
8.164 8.136 8.17
8.236
8.419
8.7368.783
8.8168.890 8.952 8.467 8.547 8.366 7.492 8.717
8.192 8.315
8.420
8.839 8.757
6.999
8.173
8.356
9.135 9.136
6.833 6.819 6.943
8.35
8.220
8.487
8.54
8.11 2.6z rastr inst 2.0z 8.360 8.406 6.985 6.932 rastr4.4inst 7.013 8.35 8.131 3.0z 8.156 6.986
8.213 8.375
8.587
8.54 inst 10.5zkroon 7.5
8.396
8.212
8.11
8.381
8.224 8.340
8.760
8.136
8.166
8.231 8.332
8.8798.702
6.968 7.067
8.165
8.229
8.875 8.797
8.726 8.762 8.809 8.707 8.741 8.6918.842
8.020 6.898 7.466 8.093 7.445 8.153 6.993 8.187 8.043 7.386 8.135 6.973 7.115 7.050 8.0548.075 6.988
8.193
8.283
9.164 9.153 9.055 8.977
7.440 8.058 8.008
8.090
8.279 8.367
9.160 9.154
8.108
8.217 8.413
8.879
8.060 7.493 8.153 8.106
8.089
8.263
8.485
8.338 7.680 8.274 7.613 7.683 7.648 8.429 8.728 8.489 8.709 8.638 8.632 8.780
7.952 7.997
8.160 8.333 8.256 7.594 8.281 8.832 8.743 8.756 7.633 8.654 8.336
8.557 8.506
8.811
8.052 8.719 8.9768.994 7.6108.925 9.085
8.152 8.214
8.490
9.044
8.153 8.128 8.076 7.547 8.810
8.204 8.251
8.806 8.727 8.459 8.325 8.603 8.503
7.507 8.145 8.139
8.122
8.304 8.479
7.919 7.546 8.133 8.135
8.210
8.218
8.257 8.334
8.798 8.9018.946 9.095 7.567 8.147 8.518 8.762 8.140 8.172 8.126 8.075 7.511 8.153 8.804 8.822 8.9238.972 7.588 8.097 8.622 9.094
7.544 8.124 8.150
8.091
8.361
8.474 8.795 8.7248.590 8.546 8.272 7.492 8.328
8.171 7.643 7.738 8.165 8.004 7.550 8.233 8.176
8.177
8.272
8.287
8.135 8.148
8.106 7.518 8.189 8.149
8.182
8.247
8.140 8.143 8.044 7.491
8.327
8.154
8.270
8.786 8.584 8.275 7.506 7.522 8.254 8.719 7.548 7.610 8.389 8.383 8.725 8.778 8.390 8.335 7.569 7.632 8.256 7.647 7.627 8.183 8.784 8.7198.557 8.479 8.427
8.132 7.640 8.153 8.174
8.159
8.290
7.996
8.124 7.551 8.074 8.085
8.150
8.187
8.196
7.973
8.087 7.562 8.094 8.051
8.149
8.201 7.873 7.865 8.240
8.482
Divisie
:
Schaal
Fase
Status
:
Bladformaat :
:
Projectleider : 7.569 8.264Tekeningnummer:
7.459 8.312 8.475
Projectnummer :
8.198 7.574
Contractnr. :
Bladnr.
: :
:
8.210
8.094
8.9658.9769.125 8.955 7.538 8.9458.985 8.751 8.087 8.185 7.992 7.449 8.125 8.016 8.830 8.109 8.815 8.9318.973 9.119 8.617 7.591 8.115 8.790
8.172 8.023 7.704 7.750 8.053 8.076
van Versie: DocId:
8.152
8.1658.191 8.027 8.012 8.103
8.325
8.386
WATERHUISHOUDING- EN RIOLERINGSPLAN
BIJLAGE B AFWATERINGSPLAN
33
Onze referentie: D10034380:37 - Datum: 15 juli 2024
P
P
Legenda Vloerpeil in m t.o.v. NAP
+9.20
Toekomstige in m t.o.v. NAP
8.56
Bestaande ingemeten hoogteligging
P
P
P
11.50+
Aansluiting op rotonde nog in te passen
Inmeting sloot
P
+8.40
P
+8.90
B.H.=8,40+
+8.90
+9.00
+8.90 +8.95 +8.90
+9.00 +9.00
+8.9
+9.40
P
+9.10
+9.28
+9.22
+9.31
P
+9.4 0
+9.28 +9.35
+8.9
0
+9.1 5
+8.5 0
+9.20
+9.2 0
+9.59
0
0
+9.2
6
+9.3 4 +9.2 9
6
+9.10 +9.05 +9.11
+9.11 +9.05
+9.18
+9.2 9
+9.2
3 +9.3
+9.3 1
+9.3
5
9 5
4 0
+9.3
+9.34
+9.3
7
+9.3
4
+9.3
+9.3
9
+9.3
5
+9.24
0
+9.3
8
+9.3
5
+9.3
+9.18
5 +9.3
+9.3 1
+9.3
4
+9.3 1
+9.3
9 +9.3
4
6 +9.3
+9.30
8 +9.3
+9.4
3
+9.3
8
+9.3
3
+9.3
8 +9.3
6
+9.45 +9.40 +9.45
+9.65 +9.5 0 +9.60 +9.68 +9.5 0 +9.60
+9.72
+9.60 +9.5 5 +9.60
+9.64
6 +9.7
+9.7
3
+9.7
1
+9.7
0
3 +9.7
1
+9.78
+9.76
+9.8
9,20+
9,20+ 9,20+ 9,25+ 9,25+
9,20+
9,25+ 9,25+ 9,20+ 9,20+
9,20+
8,60+
9,20+ 9,20+ 9,20+ 9,20+
9,20+ 9,20+ 9,20+ 9,20
9,20+
8,60+
9,53+
9,50+
8,90+
9,57+
9,55+ 9,59+
9,40+
9,40+
9,52+
9,54+
9,54+
9,62+
9,66+ 9,70+
9,54+ 9,62+
9,62+
9,62+
9,62+ 9,62+
.80
+7 .80 0+
Z
9,2 9,3
5+ 9,1
il= 9 pe uw Bo
0+
9,4 8 9,4 + 9, 4+ 9,4 44+ 4+ 9,3 8+
,60
+
7+ 9,5 0+
9,3
1+
9,6
9,60+
+7 + 0+ 9,3
9,2
9,4 8 9,4 + 9,3 4+ 8+ 7+ 9,3
9 9,2 ,31+ 9+
1+
8+ 9,3
7+
8+ 9,5
9,60+
9,4
3+
9,3
9,5
2+
BH
9,4
8+
,80
5+ 9,4
6+ 9,4 At
Li vu
1+ 9,5
9,54+
=7
7+ 9,4
6+ 9,4 9,4
3+
Li vu A
9,55+
9,55+
9,52+
t
9,57+
9,61+
9,60+
9,56+
Bouw peil=
9,58+
9,44 + 9,50 +
9,70+
9,56+
.80
9,4
9,3 4+ 8+
8+
0+
9,50+ 9,52+
9,50+
9,58+
9,54+
9,52+
9,49+
9,70+ peil= Bouw
9,60+ 9,64+
9,54+
9,54+ 9,56+
9,56+ 9,54+
9,51+
9,46+
9,46+ 9,46 + 9,50 +
+ 9,41
C
+
9,50 + 9,46 +
1:2
9,70+
9,66+
9,66+
9,74+
9,70+ 9,64+ 9,60+
9,45+
+ 9,44 + 9,49
9,53+ C
9,41+
9,45+
9,43+
9,42+
9,43+
9,40+
9,45+
9,56+ 9,52+
9,70+
peil= 9,80+ Bouw
9,55+
9,45+
9,49+
9,53+
9,49+ 9,53+
9,48+
9,51+
9,49+
9,46+
9,80+
9,44+
9,53+
9,57+
9,51+
Bouw peil=
+9.00 9,49+
9,51+ 9,55+
9,51+
9,46+
9,53+
9,43+
9,60+ 9,56+
9,00+
9,36 + 9,42 +
9,5
+7
1:20
8,95+
9,41+ 9,37+
9,36
WS OB12-R
+9.69 +
9,4
C
v
+9.3 +9.4
9,51+
+9.00
+
C
GB50-m
9,45+
9,40
C
9,46+
C
5+
5+
9,1
Ontwerp afwateringsstructuur
8,3
9+
+
9,2
+ 8,10
0+ 7,8
9,60+
7,10
Bouw peil=
BH=
+
0+
+8.60 8,70
+
4 9,3
7,8
9,46+
9,38+ 9,32+
0+
9,38+
9,18+ 9,20+
9,42+
bp +7.80 7,80+
7,8
9,22+
9,18+
8,80+
5+
9,32+
9,22+
9,46+
9,20+
At
8,2
9,37+
9,60+
Li vu
:
1:8
Projectnummer : 30067654
Divisie
: Water
Schaal
Fase
Status
: Concept
Bladformaat : A0
: VO/DO
: 1:500
0+
9,24+ 9,24+
9,26+
9,25+
9,32+
9,16+
7,8
+8.70
8,70+
9,18+
9,56+
Onderwerp
1:8
0+
9,46+
9,32+
+8.7 8,70+
9,24+ 9,21+ 9,24+
9,60+
0+
9,42+
9,46+
9,30+
9,56+
,6 =9 eil
9,38+
9,24+ 9,24+
Bestaa nd MV
At
7,8
9,32+
9,24+ 9,20+
Li vu
p uw
9,38+
9,60+
+8.14
9,31+
9,20+
9,60+
0+
9,46+
9,46+
9,33+
9,23+
9,24+ 9,22+
9,60+
9,2
9,46+
9,42+
9,33+
9,27+ 9,25+
Bouw peil=
8+
9,42+
9,21+
9,32+
9,38+
9,30+
9,18+ 9,20+
9,26+
9,30+
9,38+ 9,32+
7,80+
7,80+
Bo
FP
+8.70 9,23+
9,25+
8+ 9,2
9,32+ 9,38+
9,27+ 9,25+
nd MV
9,30+
9,2
9,38+
9,42+
8,70+
9,32+
9,51+
2+
9,32+ 9,38+
9,32+
9,24+ 9,24+
9,44+
9,35+
9,56+
9,3
9,32+
9,24+
9,32+
8,60+
9,54+
2+
9,32+
9,32+ 9,38+
9,32+
8,73+
9,18+
Bestaa
9,46+ 9,42+
9,33+ 9,32+
8+
2+
9,24+
9,26+ 9,32+
9,24+ 9,24+
9,18+ 9,20+
9,32+
9,24+
+
9,2
C
0+
9,24+
9,18+
9,24+ 9,24+
8,15+
9,3 3
7,9
9,18+
9,18+
9,44+
9,20+
8,60+
9,34+
P
9,24+ 9,18+
9,15+
9,27+
9,18+
9,32+
0+
9,0
7,80+
9,3
9,20+
9,31+
9,39+ 9,49+
S TEG-RW
RWS-
B12 -O 50 GB
8+ 9,2
8,78+
8,80+
9,24+
9,24+ 9,27+
9,18+
9,25+
9,18+
9,24+
9,35+
9,51+
9,56+
9,60+
9+
9,2
9,3
9,1 5+
0+
9,32+
9,30+
Bouw peil=
9,46+
9, 9,4 37+ 1+
8+ 9,3 4+ 9,4
9,1
8,75+
9,26+
9,38+ 9,32+
+ ,31
+ 9,00
1+
4+
9,2 0+
9,20+
8,70+
dk
9,28+
8,70+
8,78+
9,31+ 9,20+
9,18+
9,20+
9,52+
8+
9,3
9,3
+ ,30
=7 BH
9 C
4+ 9,3
0+
8,70+
9,20+
9,20+
9,20+
+8.60 +8.14
+
5+ 9,3 39+ 9,
9,48+
G-RWS
9,2
+8.90 9,18+
+
RWS-mv
9,20+ 9,18+
9,20+
9,4 1
9,3
P
RWS-TEG-RWS 9,20+
RWS RWS-TEG-
9,20
9,20+ 9,18+
+8.80
9,24+
9,25+ 9,27+
9,30+
9,24+
9,4
7,80+
7,80+
4+
2+ 9,3 36+ 9,
9,27+
9,27+
9,27+
+8.68,600+
8+
9,4
6+
9,45+
9,52+
9,27+ 9,27+
9,23+
9,46+
7,80+
5+
+
9,27+
9,26+
9,42+
9,5
9,2
9,44+
9,44+
9,30+
9,54+
il=
9,3 4 9,4 + 9,4 0+ 4+
: Waterhuishouding en rioleringsplan Bloemendal fase 2a
9,20
9,22+ 9,24+
9,22+
pe
0 1:2
9,20+
9,20 +8.7 3+
8,70+
9,46+
9, 9,4 37+ 1+
6+
0+
9,26+
+8.70 8,70+
9,38+
9,32+
uw
4+
9,3
Project
7,8
9,25+
9,32+
9,38+ 9,32+
9,41+
9,37+
9,24+
9,60+
Bo
9,4
9,4
6+
9,25+
9,30+
9,20+
9,32+
9,44+
RWS-TE
9,22+
9,44+ 9,44+
9,60+
9,36+
RWS
9,30+
+9.68
+8.90 9,60+ 9,56+
9,54+ 9,50+ Ac ca 9,42+ 9,46+
9,50+ 9,54+ Ac ca
9,45+
9,40+
9,40+
9,46+
9,54+
9,24+
+8.80
peil=
9,41+
9,20+
8,70+
9,18+ 9,20+
9,20+
9,29+
9,34+
9,34+
RWS-mv
9,34+
9,34+
9,34+
+9.64
9,62+
eil=9,6 5+ Bouw p
,65+ peil=9
9,46+ 9,50+
Bouw
9,30+
9,44+
9,49+
9,45+
9,40+
9,18+ RWS
Bouw
9,46+ 9,42+
vu
4+ 9,0
9,2
9,47+
GRWS-TE
9,34+
8,80+
RWS-TEGRWS
9,50+ 9,46+
9,46+ 9,50+ o Cr m
1:5 1:3
9,52+ WS OB12-R
mv-GB5
0
9,43+
9,43+
9,49+ 9,37+ 9,45+
9,20+
9,27+
9,42+
9,46+ 9,42+
7+ 9,4 3+ 7+ At C
Li
0+
+ 7,80
9,20+
+8.80
9,38+ 9,32+
7,8
9,3
+
RWS-TEGRWS
9,32+
9,24+
BH=7,25+
7,80+
C
9,24
RWS
9,47+
s-IP
+
9,42+ 9,18+
+(a
4 9,0
9,50
RWS-TEGRWS
9,53+
0+
7+
+ 9,42
9,20+
RWS-TEG-RWS
9,53+
V)
7,8
9,4
+
RWS-TEG-RWS 9,20+
9,35+
9,18+ 9,20+RWS-TEG-RWS
1:3,5 9,4 1+ 9,4 7 9,53 + +
+
RWS-TEG-RWS
9,54+
Opdrachtgever : Gemeente Barneveld
9,67+
9,67+
info@arcadis.com
,10+
9,30+
9,26+ 9,20+
9,57+
P
9,28+
9,37+ 9,47+
G-RWS
9,62+ 9,52+
RWS-TE
9,15+
8,90+
8,90+
9,42+
9,38+
9,53+
9,42 + 9,43 9,47 + +
-IPV) 9,80+(as
+
BH=7
3+
9,32+
9,49+
9,51
8,10+
9,1
9,27+
9,46+
0+7,80+ 7,8
9,44 + 9,50 + 9,54 +
9,38
9,42+
C
Bouwpeil= 9,64+
9,54+
9,49+
0+
+
9,46+
9,44+
7,8
8,35
9,27+
9,64+ Bouw peil= 9,60+
9,42+
6+
9,27+
Bouwpeil=
Ac ca
+
C
9,49+ 9,50+
=9,6
0+
9,54
0+
+
9,46+
9,49 + 9,55 + 9,59+
:
Vrijgegeven :
9,84+ 9,84+ 9,80+ 9,74+ (as-IPV) 9,73+
7,80+
7,8
9,67
8+
9,3
9,46+ 9,49+ Cr mo 9,53+
1:3,5
9,67
9,43+ 9,37+
C
+8.90 9,18+ RWS-TEG-RWS
9,47+
9,37+
9,19+
9,19+
9,20+
9,43+
9,45+ 9,27+
8,90+
9,37+
9,49+ 9,53+
Bou wp eil
C
: Concept Waterhuishoudingsplan
+ 9,84
9,37+
9,45+ 9,49+
9,60+ 9,64 +
+
7,25
+ 9,84
9,37+
9,43+ 9,47+
+
9,64+
Omschrijving
Getekend
ARCADIS NEDERLAND BV Lubeckplein 34 Postbus 137 8000 AC Zwolle Tel 088 426 1261 www.arcadis.com
+
9,47+
9,43+
9,25+
9,25+
9,25+
9,47+
9,3
9,24+
9,31+ 9,31+
9,24+ 9,18+
9,13+
+
9,20+
9,17
9,29+ 9,39+
9,57+ 9,47+
9,22+
9,36+ 9,31+
9,44+
9,41+
9,40+ 9,44+
9,50+
BH=
9,59+
9,54
Datum : 29.06.2021
Gecontroleerd : R. Kloosterman
8,35
9,36+ 9,31+
9,40+
9,36+ 9,31+
9,38+
4+ 9,6
9,62+
7,80+
+
P
9,28+ 9,22+
9,40+
7,8 0+
+
8,35
9,40+
9,32+
5+
,70+
9,64
:
8,25+
BH=7 ,3
+
9,20+ 9,12+
7,80+
eil=9
8,10
9,05+
GB50 -OB12
9,38+
9,49+
0+
Bouwpeil=9,65+
9,47+
9,41+
Bouwpeil=9,60+
Bouwpeil=9,60+
Bouwpeil=9,65+
dk
+
9,35 Cr mo + 9,40+ 9,44+
Bouw p 9,72 +
9,44+
9,39+
9,50+
Co sa
9,24+
9,36+
9,49+
Pr sp Pr sp
Pr pa
+ GB50-OB 9,18 12 9,1 8+
9,15
9,35+ Cr mo 9,40+ 9,44+
POP
9,24+
9,15+
9,09+
9,44+ 9,48+
Bestaand MV
9,33+
C
9,0
9,13+
9,16+ 9,12+ 9,06+
9,33+
9,42+
7,90+ 8,00+
7,10+
8,95+
9,02+
P
9,13+ 9,13+ dk
8,85+
9,39+
9,31+ 9,48+ 9,52+
9,55+ 9,51+ Cr mo 9,49+
8,20+
8,30+
7,80+
BH=
Ac ca 9,45+ 9,49+
Cr mo 9,52+
9,44+
9,27+
Bouwpeil= 9,75+
bp +7.80
8,25+
,40+
+
Versie
+
9,25+ 9,33+
9,48+ 9,52+
9,43+
BH=7 7,80
0+
RWS
9,22+ 9,32+
9,50+ 9,40+
9,24+ 9,24+
50
9,27+
9,40+
8,10+
+
9,46+
9,55+
9,33+
Bestaand MV 7,80+
+
9,49+
9,22+
+
8,10+
8,20+
9,33+
9,34+
9,46+
B.H.= 7,80
8,10+
+
9,52+
8,20+
7,8
RWS-TEG-
RWS RWS-TEG-
RWS band
mv -G B
+9.61
Cr mo
+ 9,24
Cr m o
9,25+ o
9,55+
8,10+
7+
WS
RWS-OB12
9,30+ Co av (m) 9,50+
Eu eu8,80+
+9.63
+9.56
+9.50
+9.56
7,90
9,50+
o Cr m
9,40+
8,50+
8,40+
9,6
Ac ca
9,35+
9,40+
9,43+
9,37+ 9,37+ 9,37+ 9,41+ 9,37+ 9,37+ Cr m o 9,35+
Cr mo
9,48+ 9,46+
9,49+
9,56 + 9,60 +
9,41+ 9,37+
Be pe (m)
8,75+ 8,75+
9,1 6+
+9.55
+9.7 9 +9.7 6 +9.7 0
Cr mo 9,46+ 9,50+
+ 9,28
+ 9,29
9,30 + 9,24 +
9,20+
9,20+
9,20+
9,25+
9,20+
9,25+ 9,20+
9,36+
9,50+
9,60+
Be pe (m)
1:20
9,36
9,52 +
+
+
9,36
9,36 +
+
9,33
+
9,28
9,43+
9,55+
9,50+
Cr mo 9,50+
+9.5 +9.515
7,80 +
9,42
9,47+
9,50+
eil=9 ,6
B.H.=
9,38
C
P
RWS-TEG-R
mv-RWS
Bouw p
9,42+
9,49+
9,50+
9,30+
9,46 + 9,50 +
9,54
9,50+
Cr mo
9,43+
Ac ca
Te verwijderen stuw 8,50+
+
Cr mo (m)
8,90+
9,58+ 9,54+
5+
9,1
+
9,50
9,50+
9,43+
8,75+
8,75+
9,41+
+9 +9.5.515
+
+7.95
9,54+
9,28+
9,47+
+
9,46 + 9,50 +
9,53
9,40+
9,43+
9,43+
9,51+
9,35+
9,55+
9,55+
mv-RWS
9,47+
9,55+
7,80
+9.60
+9.55 +9.51
8,35
9,51+
9,55+
Bouw peil= 9,60 +
9,43
9,48+
9,43+
+9.53
7,10+
9,54+
9,52+
bestaa +/-8,5 nd MV 5+
+9.49
taan
Bes
BH=
P 9,55+
S
RWS-TEG-RW
9,52+
B.H.=
1:2
9,40+
9,28+
9,38+
9,60+
9,62+
Cr m
9,35+
9,41+
9,32+ 9,2 7+ 9,26+
9,45+
+
0+
9,28+
Cr mo 9,55+
9,38+
9,43
V
dM
+9.5 +9.551
+
9,51+
9,42+
9,38+
+9.47
+ 9,36 + 9,34
9,48+
9,41+
+9.47
+
8,30
+ 9,22 + 9,20
RWS-TEG-RWS
RWS-TEG-RWS
9,45+
+9.53
9,13+ 9,33+
9,46 + 9,50 +
9,50+
9,64+
+9.41
Bes
+
Cr mo
7,90+
V
dM
taan
+9.5 +9.551
5 8,6
9,38 + 9,38 +
peil=
9,64+
+9.55
8,33+
9,43+
Bouw
B.H.=
+9.51
+9.47
8,30
9,33 +
8,96 + 9,00 +
1:2
+
RWS band
9,13+
9,51+
9,20+
9,05+
8,90 +
9,47+
P
EG-RWS
9,51+ Cr mo 9,51+
ng
9,30
8,86 + 8,90+ 9,10+
8,33+
9,30 +
9,29+
8,86+ 8,90+
terga
9,25+
8,80 +
+
9,55+
Bouwpeil=9,60
e wa
9,20+ 9,20+
+
aand
9,27+
9,55
+7.75
8,95+
9,02+
9,22+ 9,22+
9,39+
9,29+
9,13+ RWS-T 9,13+
Bouwpeil=9,60
V
best
+
+
8,60 +
+8.05 bestaand M
8,80+
9,51+ 9,51+
8,60
9,51+ 9,55+
+9.62 +9.58
5
+
8,60+
9,48+
9,51+ 9,55+
+
+
+9.62 +9.58
8,10
9,35
9,60+
C
P
RWS-TEG-RWS
Bouwpeil=9,60
peil=
9,46+ 9,50+
+
+
9,48+
9,13+ 9,33+
9,46 + 9,50 +
9,38
8,55
9,51+ 9,55+
peil=9 ,65+
+ 9,50 wpe il= Bou
MV
9,35+
aand
9,20+ 9,20+
best 8,70+
9,48+
9,51+ 9,55+
+
MV
9,30+ 9,24+
9,48+
9,30+
9,26+
+
+8.05
9,34+
9,48
bestaa nd
+9.58
+9.49
9,46 + 9,50+
Bouw
9,38+ 9,34+
8+
9,29+
9,4
8,50+
9,55+ 9,51+
9,20+
Bergingzone B03 -benodigde berging xxm3 -minimale bodempeil +7.80m +NAP bp +8.30-maximale waterpeil +8.30m +NAP
+9.61
+9.68 +9.64 9,20
+
9,20 + 9,20 +
9,20 + 9,25 +
9,42 + 9,46 +
9,37 + 9,37 +
9,44 + 9,44 +
9,44 + 9,44 +
9,52 9,42 +
9,50 + 9,46 +
9,40+
8,45+
9,20+
+9.58
9,43+
,65+
Bouw
9,10+ mv-RWS
+
,50+ Bou wpe il=9
9,30+
9,26+
9,10+
9,20+
8,70+
9,20+
8,40+
+9.62
+9.70
7,90+
9,30+
bestaand MV
+9.62
B.H.=7.80+
+
8,40+
8,40+
+8.05
bestaande watergang
+9.64
+9.58 +9.62
+ 8,50
+8.00 BH=8,00+
BH=8,00+
BH=8,00+
+9.65
+9.58 +9.62
9,41+
Bouw peil=9
o
Bergingzone B03 -beschikbare berging 1839m3 (overschot 706m3) -minimale bodempeil +7.80m +NAP -maximale waterpeil +8.30m +NAP
8,50
+7.95
8,40+
9,20+
BH=8,00+
P
mv-RWS
Cr m
+9.8
+9.64
+9.29 +9.28 +9.33 +9.28 +9.38
RWS-TEG-RWS
9,20+
9,20+
RWS-TEG-RWS
9,29+
9,13+
9,13+ RWS-mv
9,46+ 9,50+
+9.64
+9.64
+9.42
RWS-TEG-RWS
+8.00
Bouwpeil=9,60
OB-RWS
9,43+
8,40+
BH=8,00+
mv-RWS
9,30+
8,70+
9,46+ 9,50+
Cr mo
9,30+ 9,20+
(AHN) 9,20+
9,41+
+9.62
+9.65
+9.78
9,39+
C
RWS-TEG-R
P
RWS-TEG-RWS
(AHN) 9,10+
(AHN) 9,25+
+ 9,28
9,31+
9,30+
9,31+
(AHN) 9,15+
(AHN) 9,10+
mv-RWS
B.H.=8 ,00+
9,30+
9,10+
(AHN) 9,15+
9,25 + 9,20 +
+ 9,28
9,10+
Bouwpeil= 9,50+
970 m2 9,20+
8,98+
RWS-TEG-RWS
Trottoirband RWS
RWS-TEG-R WS
9,07+
9,23+
9,33 + 9,29 +
9,30+
9,20+
TEG-RW S RWS-
9,14+ 9,14+ G-RWS RWS-TE
9,22+
9,50+
+9.73
+9.62
+9.59
RWS-TEGRWS
Bouwpeil=
+9.73
+9.62
d RWS
+
+9.85
+9.64 +9.60
+9.58
+9.54 +9.48
9,20+
+9.64
+9.64 +9.60
+9.58
+9.60
9,31+
+9.78
+9.71 +9.65 +9.70 +9.65 +9.71
+9.60
(AHN) 9,15+
P
Trottoirb an
9,20+ Bouwpeil=9,50
(AHN) 9,15+
+9.60 +9.55
+9.53 +9.48 +9.54
(AHN) 9,15+
+9.61 +9.55
+9.60
8,80+
8,91+
WS
+
+9.69
+9.58
+9.64 +9.60
+9.59 +9.54
+9.65
Bouwpeil=9,50
9,10+
9,22+
+9.69
+9.74 +9.48
+9.40
+9.28
+9.10
P
RWS-
+9.75
+9.50 +9.45 +9.51
+9.61
+9.57
+9.45
+9.63 +9.59
+7.68
+9.54 +9.46
+9.40
+9.80
+9.70
+9.56
+9.51
+9.60 +9.65
(AHN) 8,90+
9,15+
+9.3
+9.43 +9.50
+9.40
+9.28
+9.53
0 +9.2
+9.4 0
+9.15
+9.46 +9.40 +9.45
+9.60
P
9,20+
9,31+
8.59
+9.61
TEG-RW S
+9.54
9,20+ 9,22+
9,31+
+9.64
+9.57
+9.55
+
(AHN) 9,10+
8.35
+9.60 +9.64
+9.61
,00
9,22+
(AHN) 9,05+
+9.60 +9.64
+9.60
+9.59
+9.49
+9.40
=9
B.H.=8.50+
8.40
8.48
+9.54 +9.48 +9.53 +9.48 +9.54
9,20+
Ruimtereservering voor waterberging" inrichten als overloopgebied vanuit de Zijtak Trammelantbeek
+9.60
+9.50
+9.41 +9.35 +9.40 +9.35 +9.41
MV
9,00+
+9.65
+9.61
9,00+
+9.67
B.H.=7.80+
+9.70 +9.55
MV=9,00+
(AHN) 9,00+
r
+9.74
+9.80
+9.25 +9.31
+9.40
B.H.=7.80+
+9.45
+9.34
+9.26 +9.25 +9.30
8.37
+9.40
+9.49 MV=8,90+
+9.3
2 +9.4
3 +9.4
9
+9.4 0 9,00+
+9.59
+9.10
+9.70
+9.4 2 +9.3 8 +9.2 8 +9.3 3 +9.2 8 +9.3 8 +9.4 2
RWS-TE
MV=
+9.25 +9.20 +9.25 +9.20 +9.25
+9.49
+9.10
+7.81
Bergingzone B07 -beschikbare berging 297m3 (=benodigde berging) -minimale bodempeil +8.50m +NAP -maximale waterpeil +8.80m +NAP
G-RWS
RWS-TEG-RWS
+9.40 +9.35 +9.41
+9.64
+9.60
P RWS-TEG-RWS
+9.70
+9.40
0
+9.43
B.H.=8.50+
+8.80
mv-RWS
+9.41 +9.35
+9.50 +9.56
+9.4
+9.56
P
G-RWS
+9.50
+9.55
+9.44
+9.20
RWS RWS-TEG-
+9.75
+9.40
+9.30 +9.36
+9.54
8.53
8.51
0
+9.75
+9.20
RWS-TEG-RWS
+9.54
0
+9.42 +9.47 +9.42 +9.48
RWS-TE
+9.50
+9.45
+9.51
RWS-TEG-RWS
P
RWS-mv
+9.64
+9.8
+9.80
+9.50
+8.7
+9.40 +9.45
+9.40
+9.40 +9.46
Te Plaatsen Stuw Stuwhoogte: 8.30m NAP Type stuw/vertraagde afvoerconstructie: n.t.b.
+9.44
+9.56
+9.40 +9.46
8.118 8.394
+9.40
+9.36 +9.30 +9.35 +9.30 +9.36
+9.49
+9.50 +9.56
+9.65
8.121 7.990
+9.40
+9.44
8,73+
8,83+
9,11+
9,19+
9,11+
9,08+
9,03+
+9.60 +9.56
59 +9. 55 +9. 1 5 +9.
+9.55 +9.53
8.452
+9.20
+9.75
+9.50
+9.50
+9.45
+9.50
+9.60
+9.55
8.950
+9.61
+9.70 +9.63
P
+9.75 8.935 8.936
8.519
+9.25
+9.61
+9.74
+9.70
+9.10
+9.71
+9.68
+9.68
+9.51
+9.70
+9.49
+9.4 1 +9.35 +9.4 0 +9.35 +9.41
+9.4
9
+9.60
+9.64
+9.71
+9.61
+9.61
+9.73
+9.65
+9.71
+9.71 +9.70
+9.67
+9.70
+9.76
P
P
RWS-mv
RWS-TEG-RWS
8.803
8.79
8.155 8.012
B.H.=7.80+
+9.40 +9.45
+9.75
9.079
+9.40
8.37 7.200
+9.35
8.872
+9.00
7.967
7.196
8.459
0
8.730 8.924
+8.90
8.99
+9.0
+9.67
+9.63
+9.00
8.41
+9.10
+9.31 +9.25 +9.30 +9.25 +9.31
RWS-mv
+9.57
+8.30
8.36
+9.35
8,91+
9,00+
8,89+
RWS-mv
+9.61
+9.67
+9.75
+8.90 +9.00
8.37
+9.25 +9.20
+9.40 +9.45
P P
9.156 9.176
+9.71
+9.3
0
+9.00
+9.71
+9.30 +9.25
+8.8
+8.90 +8.35
+9.10
+9.3
8
+9.75
9,57+
P
+9.70
9.240 9.328vervallen huisaansluiting Te 9.298 en drukriolering?? 9.217
+9.30 +9.25
+8.35 + 8.35
+9.18
+9.00
+9.4 5
+9 +9.2.25 0
5 +9.3 +9.3
+9.40 +9.45
+9.72
Hoogteverschil opvangen op te verwerven terrein
+9.42
+9.75
+9.50
+8.80
+8.90
+9.40 +9.45
+9.28 +9.29
9.246
+9.29 +9.28 +9.33
+9.75
9.3669.394
+9.42
9.140
+9.25 +9.20
+9.34 +9.39
+9.25
P
+9.25
+8.40
+8.90 +8.95
8.34
8.503 8.477 8.46
0
+9.15
+9.45
+9.25 +9.20
+9.00
+8.90
+9.00 +9.05
+9.4 2 +9.3 7
+9.35
+9.20
+9.55
+9.45
+8.40
8,33+
+9.45
+9.33
+8.80
9.141 9.342 9.190 9.140
+9.35
0
+9.2 0
9.106 9.089
+9.35
+9.5
+9.25
+9.20
+9.10
+8.40
+9.50
+9.30
+9.20 +9.25
P
+9.15 +9.10 +9.11
+8.60
+8.90 +8.95
+8.90
+9.34
+9.30 +9.25
+9.28
8.46
+7.40
9.139 9.197
+9.2 +9.260
+9.38
+8.70
9.095 9.121
8
+8.90 +8.95 +8.90
+9.2 8 +9.2 3 +9.2 8
P P
+9.30 +9.20
B.H.=8,40+
+9.3 8 +9.3 3
Beton ∅400
Bergingzone B08 -beschikbare berging: 359m3 (overschot 162m3) -minimale bodempeil +8.40m +NAP -maximale waterpeil +8.70m +NAP
+9.0 0 +9.1 0
5
+9.45
+9.33
+9.20
9.068 9.110
Bovengrondse overloop naar greppel/ oppervlaktewater met overloophoogte
+8.4 0
+7.40
+8.70 B.H.=8,40+
+8.70
+9.4 5
+9.30
9.013 9.035
+9.16 +9.10
+9.28
+9.40
+9.34
P
+9.40
+9.20
+9.00
+9.1 5
8.40
+8.9
+9.3
9.148
9.273
0
+9.40
+9.30
9.280
9.265
+9.5
5
0
Grasbetontegels
8.47
+8.9 0 +8.9 5 +8.9 0
+8.4
+9.1
5
+9.3
+9.40
9.342
9.243
8.17
+8.4 5
+9.2
+9.26 +9.20
P P P
9.107 9.090 9.099 9.289
P
+8.4 5
0
+9.2 5 +9.2 0 +9.2 5
Lijngoot 8.45
+9.0
0
9.280
P
8.35
+8.4 5 5
9,51+
P
P P
+9.2
+9.28
8.8378.801 8.783
Bovengrondse wadiverbinding op bodemniveau +8.40 nader uit te9.179 werken9.024
P
0
Brugconstructie 8.11
0
Hoogteverschil opvangen op te verwerven terrein
P
+9.1 0
8.54
+9.1
9.135 9.136
8.923 8.999 +8.90
+9.2
+9.4 0
+9.37
8.760
+9.35
8.630 8.762
+8.9 0 +8.9 5 +8.9 0
+9.0
8.875 8.797
+8.90
Verlaagde voetpad (voorde)
0
8.879 8.702
Roosterput 5cm boven bodempeil
0
+8.9 5 +8.9 0
+9.0
+9.33
Verholen kabelgoot afm: 0.49 x 0.23 m (bxh)
9,49+
9.164 9.153 9.055 8.977
0
+9.61
+9.26
+9.33 +9.29
0
+8.9
0
P
Verharde gootafvoer door het groen met overloop via het voetpad naar de greppel
+8.5
+9.35
9.243 9.168
9.154
+8.9 0 +8.9 5 +8.9 0
+9.00
+9.14
+9.25
8.879
Rioolput
.0 +9
8.338 8.274 7.680
Duiker ingemeten
+8.50 +8.90
+9.10 +9.14
Bergingzone B09 -beschikbare berging 90m3 (tekort 124m3) -minimale bodempeil +8.40m +NAP -maximale waterpeil +8.70m +NAP
5
+8.9 0
+9.00
+9.21 +9.25
+9.18
+9.10
+9.18
+9.25 +9.21
P
+9.45
Afschot verharding
+8.45 +8.90
+9.14
Bodemoppervlak bergingszone met hoogte
+8.9 0
9,51+
+9.15
+8.70
8.546 8.272 7.492
Afwateringsgoot in het groen (droogvallend)
+8.30
+9.00
+9.15
7.627 8.183
P
+8.90
+8.30
+9.67 +9.64
P
P
+8.30
+8.90
Greppel met bodempeil Bovengrondse afvoer
+9.0 3 +9.0 9 +9.15 +9.17
P
+8.30
Beton ∅400 +7.40 +7.40
P
+8.95
8.584 8.254 7.506
Te behouden transportleiding rond 1000mm 8.557
P
Noordelijke weghelft watert af in de berm met afvoer op bestaand en aanliggend watersysteem
+8.85
+9 +9.1.157 +9.0 9 +9.0 3
7.546 8.581 8.328
:
8.586 8.019 7.505
Projectleider : R. Kloosterman Tekeningnummer:
Bijlage B
Contractnr. : nvt
Bladnr.
:1
van 1 Versie: DocId:
P
Stuwconstructie met vertraagde afvoer
WATERHUISHOUDING- EN RIOLERINGSPLAN
BIJLAGE C AFSTROOMVLAKKENKAART
34
Onze referentie: D10034380:37 - Datum: 15 juli 2024
B9
B8
B3 B3a
B7 (f1) B2 (f1)
Esri Nederland, Community Map Contributors
Vlakkenkaart fase 2a
Legenda
Bloemendal
afstroomvakken
Vlakkenkaart Type
opdrachtgever: Gemeente Barneveld
Dakoppervlak Rijbaan en parkeren Voetpaden Uitgeefbaar terrein Groen
datum:
0
25
50
100
150
200 Meters
22-4-2021
±
C0371.000717
XX
WATERHUISHOUDING- EN RIOLERINGSPLAN
BIJLAGE D BERGINGSBEREKENINGEN
35
Onze referentie: D10034380:37 - Datum: 15 juli 2024
WATERHUISHOUDING- EN RIOLERINGSPLAN
BIJLAGE E VUILWATERONTWERP
36
Onze referentie: D10034380:37 - Datum: 15 juli 2024
P
P
Legenda
P
Bestaand gemengd rioolput gemeente Barneveld
P
P
Bestaand gemengd vrijvervalriool gemeente Barneveld Bestaand Persleiding
8.9 2
+8.40
5.80
6 .2
+8.30
6.25
+8.90
Lijngoot
5 +8.9 0 +8.9 5 +8.9 0 +8.50 +8.90
250 PP
0 +8.9 0 +8.9 5 +8.9 0
+9.0 +9.1 5
+8.5 0
PP 2
0
0
+8.4 5 0
50
7.53 7.83
+9.3 1
3
9
+9.4 2 +9.3 7
7
+9.34
PP 250
+9.3
+9.3
9
+9.3
5
+9.3
7.95 +9.4
5 0 5
+9.3
+9.18
5 +9.3
8
4
+9.3 1
+9.3 1
+9.3
4 +9.3
9 +9.3
+9.30
8 +9.3
+9.4
3
+9.3
8
+9.24
+9.3
3 +9.3
7.85
+9.45 +9.40 +9.45
3
+9.7
6
+9.7
3
+9.7
1
+9.7
0
3 +9.7
1 +9.8
+9.78
+9.76
8 9,20+ 9,20+ 9,20+ 9,20
9,20+
8,60+
9,20+
9,20+ 9,20+ 9,25+ 9,25+
9,20+
9,25+ 9,25+ 9,20+ 9,20+
9,53+
8,90+
9,57+
9,55+ 9,59+
9,40+
9,54+
9,62+
9,66+ 9,70+
1:2 + ,80 =7
8+ 9,4
BH 0+ 9,3 9,2
0+
VK
6G
9,3 4+ 8+
9,4
9 9,2 ,31+ 9+
8+
0+ 9,3
5+
7+
9,4 8 9,4 + 9, 4+ 9,4 44+ 4+ L= ∅10 98 m 005 9 , .4 38 9,3 6 + 1+
+ ,60 il= 9 pe uw Bo 8+ 9,4
9,1
3+ 9,5
7+ 9,5 0+ 9,6
9,2
9,4 8 9,4 + 9,3 4+ 8+
2+ 9,5
1+
0+
6+ 9,4
8+ 9,4 9,5
7+
5+ 9,4
3+ 9,4 At
Li vu
1+ 9,5
9,54+
9,56+
9,60+ 9,60+
9,56+
9,3
7+ 9,4
6+ 9,4
t Li vu A
9,55+
9,55+
9,52+
9,61+
9,57+
9,70+ Bouw peil=
9,60+
9,3
9,50+ 9,52+
9,50+
9,58+
9,54+
9,52+
9,49+
9,70+ peil= Bouw
9,60+ 9,64+
9,54+ 9,56+
9,54+
9,58+
9,44 + 9,50 +
+ 9,49
9,46 + 9,50 +
9,3
9,70+
9,62+
9,62+ 9,62+ 9,56+ 9,54+
9,51+
9,46+
9,46+ 9,45+
+ 9,44
+7.36 P
P ∅ 250 L=58 +7.59 m
9,53+ C
+ 9,41
9,36 + 9,42 +
C
+
9,50 + 9,46 +
9,36 + 9,40
5.3
9,54+
9,54+ +7.93 PP ∅250 +8.00 L=17m
9,62+
9,62+
9,66+
9,66+
9,74+
9,70+ 9,64+ 9,60+
9,80+ Bouw peil=
9,51+
9,45+
9,43+
9,41+
9,41+
9,42+
9,43+
9,41+
9,40+
9,52+
9,70+
peil= 9,80+ Bouw
9,55+
9,51+ 9,55+
9,45+
9,49+
9,53+
9,53+
9,49+ 9,53+
9,48+
9,51+
9,51+
9,49+
9,46+
9,57+
9,44+
9,53+
9,57+
9,40+
9,45+
9,56+ 9,52+ 9,60+ 9,56+
9,00+
9,51+
9,51+
9,49+
9,45+
9,49+
9,43+
9,52+
Z
9,20+
9,20+ 9,20+ 9,20+ 9,20+
8,60+
9,50+
9,41+ 9,37+
9,51+
9.5 1
+ 7,90 8,95+
9,50+ 9,46+
9,62+
9,60+ 9,56+
9,54+ 9,50+ ,65+ peil=9 Bouw
9,46+ 9,50+
9.6 0
9.3
+9.60 +9.5 5 +9.60
+9.68
+9.64
+9.61
+9.7 9 +9.7 6 +9.7 0
eil=9,6 5+ Bouw p
PP ∅ 250 +7.98 L=22 m
+7.89
9,30+ Ac ca 9,45+ 9,49+
9.5
+9.68 +9.5 0 +9.60
+9.72
7
+9.65 +9.5 0 +9.60
9.6 +9.69
+9.61
+9.55 PP 25 0
+9.61
+9.67 +9.64
+9.59
+9.63
+9.56
+9.50
+9.55
Cr mo
9,46+ 9,50+ o Cr m
1:5 9,25+
9,36+
Ac ca
9,44+ C
C
C
9,46+
9,46+
9,45+
9,40+
9,40+
9,46+
9,54+
9,50+ 9,54+ Ac ca
Ac ca 9,42+ 9,46+
4+ 9,3
1:20
o Cr m
+ 9,24
Cr m o
9,49+
9,45+
9,40+
9,43+
9,43+
9,49+ 9,37+ 9,45+
8,33+
9,50+
+ 9,28
+6.9
+
9,20+
1:3
9,29+
9,35+
9,43+
9,20+
9,25+ o Cr m
9,28+
9,55+ 9,55+
9,50+
9,50+
9,50+
9,50+
9,55+
9,47+
C
.03
+
VK ∅ 16 100 m 05
9,20
L=
+
9,24
5+
2G
+
Overzichtstekening Ontwerp vuilwaterriool Fase2a
8,3
+
5.0
:
9,50
Onderwerp
+ 9,42
+
+ 8,10
9+
0+ 7,8
9,2
7,10
9,60+
7,80+
0+
Bouw peil=
20644
7,8
+
4 9,3
BH=
At
0+
8,70+
9,60+
Li vu
9
7,8
9,46+
9,38+ 9,32+
9,56+
+ ,37
5+
9,38+
9,18+ 9,20+
9,56+
7,80+
8,2
9,22+
9,18+
At
9,60+
9,46+ 9,42+
Li vu
: Waterhuishouding en rioleringsplan Bloemendal fase 2a
1:8
0 1:2
9,32+
9,22+
8,80+
9,60+
Project
1:8
Projectnummer : 30067654
Divisie
: Water
Schaal
Fase
Status
: Concept
Bladformaat : A0
: VO/DO
: 1:500
0+
9,20+
3
7,80+
7,8
3
9,24+ 9,24+
9,37+
PP 9,2 L=27 ∅250 8+ m +7 .7
0+
+6.42 PP ∅31 5 +6.5
9,26+
9,25+
9,32+
9,16+
+
.84
7,8
9,32+
8,70+
9,18+
9,3 3 +7
0+
9,46+
8+
8,70+
9,24+ 9,21+ 9,24+
1+
C
9,51+
9+
9,2
9,3
9, 9,4 37+ 1+
0+
9,0
7,80+
+ ,31
9 C
0+
9,42+
9,46+
20654
9,30+
9,56+
8+
9,3
,6 =9 eil
9,38+
9,24+ 9,24+
9,2
+
+ 9,00
p uw
9,32+
PP ∅ 250 +7.20 L=79 m
9,4 1
+ ,30
=7 BH
Bo
9,38+
Bestaa nd MV
+7,04
9,4
7,80+
7,80+
4+
9,2
9,46+
9,46+
9,33+
9,20+
9,54+
8+
9,4
8+
P
9,46+
9,42+
9,33+
9,60+
9,24+
9,31+
9,20+
9,52+
7,80+
5+
9,2
9,42+
9,21+
9,32+
9,38+
9,23+
9,24+ 9,22+
9,3 4 9,4 + 9,4 0+ 4+
8+ 9,2
9,32+ 9,38+
9,30+
9,27+ 9,25+
Bouw peil=
9,60+
9,18+ 9,20+
9,26+
9,30+
9,38+ 9,32+
9,5
9,39+
2+
9,38+
9,42+
9,23+
9,25+
il=
20643
9,3
9,32+ 9,38+
9,32+
+6.31 PP ∅315 +6.42 L=57m
9,27+ 9,25+
nd MV
3+
9,30+
9,32+
6+
2+
9,32+
8,70+
9,44+
9,35+
9, 9,4 37+ 1+
pe
4+
9,3
0+
9,24+ 9,24+
9,24+ 9,32+ 9,38+
9,24+
9,32+
8,60+
uw
9,4
9,4
BH=7,25+
7,80+ 4+ 9,0
7,9
20653
9,32+
8,73+
9,18+
Bestaa
9,46+ 9,42+
9,33+ 9,32+
vu
2+
9,2 8+
9,24+
9,24+ 9,24+
9,18+ 9, 13904 9,2 20+
9,32+
9,24+
Bo
C
Li
0+
0+
9,24+
9,18+
9,24+ 9,24+
8,15+
7+ 9,4 3+ 7+ At
7,8
4
s-IP
7,8
9,18+
9,18+
9,44+
9,20+
8,60+
9,3
+(a
4 9,0
9,3
9,27+
9,18+
9,32+
9,34+
9,24+ 9,18+
9,15+
9,28+
8+ 9,2
8,78+
8,80+
+6.20 PP ∅315 +6.31 L=55m
9,32+
9,32+
9,18+
9,25+
9,18+
9,24+
9,35+
P L=2 ∅250 5m +7.8
9,3
9,1 5+
0+
9,32+
9,30+
9,54+ 9,51+
9,56+
9,60+
0+
7+
3 P
C
V)
7,8
9,4
+7.7
8+ 9,3 4+ 9,4
9,1
8,75+
5.10 GVK ∅1000 5.18 L=85m
9,26+
Bouw peil=
9,46+
1:3,5 9,4 1+ 9,4 7 9,53 + +
4+
9,2 0+
8,78+
9,31+ 9,20+
9,18+
9,38+ 9,32+
9,42 + 9,43 9,47 + +
info@arcadis.com
Opdrachtgever : Gemeente Barneveld
9,67+
9,67+
20642
4+ 9,3
8,70+
9,20+
9,20+
9,53+
-IPV) 9,80+(as
+
5+ 9,3 39+ 9,
9,20+
9,20+
9,20+ 9,18+
20627
9,20+
9,51
9,3
9,20+ 9,18+
9,24+
9,25+ 9,27+
9,30+
+7,00 PP ∅250 +7.04 9,24+ L=21m
9,46+
0+7,80+ 7,8
9,4
9,44 + 9,50 + 9,54 +
2+ 9,3 36+ 9,
9,20+
9,31+
9,39+ 9,49+
13901
9,26+ 20652
9,27+
8,60+
9,42+
9,53+
0+
0+
6+
9,48+
...
270+ PP ∅3159,+6.0 +5.30 7+ L8m 9,2
9,2 6+
9,20+
9,23+
9,46+
8+ 9,2
9,54+
7,8
8+
C
9,2
9,27+
9,24+
dk
9,22+ 9,24+
20626
9,22+
9,30+
9,26+
9,20+
8,70+
9,23+
9,38+
+
7,8
6+
9,26+
8,70+
9,60+
9,32+
8+
P
8,70+
9,25+
8,70+
9,32+
9,38+ 9,32+
peil=
9,53+
=9,6
0+
9,54
0+
9,2
9,25+
5.03 GVK ∅10005.10 L=71m
9,27+
9,20+ 9,18+
9,37+
9,24+
Bouw
9,46+ 9,42+
9,49+
9,84+ 9,84+ 9,80+ 9,74+ (as-IPV) 9,73+
7,80+
13908
7,8
+
9,20+
9,30+
9,46+ 9,42+
9,49 + 9,55 + 9,59+
ARCADIS NEDERLAND BV Lubeckplein 34 Postbus 137 8000 AC Zwolle Tel 088 426 1261 www.arcadis.com
,10+
9,24+
9,38+ 9,32+
9,2
9,36+
9,45+
9,52+
9,22+
9,44+ 9,44+
9,60+
9,27+
9,42+ 9,20+
9,32+
9,44+
9,44+
+6.87 PP ∅250 +7.00 L=66m
8,70+
9,18+ 13903 9,2 9,20+ 3+
9,20+
9,29+
9,34+
9,34+
9,32+
9,24+
8,80+
9,18+ RWS
9,42+
9,38+
Bou wp eil
+ 7,80
P
9,47+
13902
9,47+
9,46+
9,54+
9,49+
1:3,5
BH=7
RWS
9,44+
0+
9,32+
Bouwpeil= 9,64+
9,44+
5+
8,10+
9,30+
9,26+ 9,20+
9,15+
9,57+
9,34+
9,2
9,42+
C
5+
3+
9,28+
9,37+ 9,47+
9,62+ 9,52+
9,18+
9,20+
+
9,46+
9,35+ 9,42+
9,20+
9,27+
9,20
9,42+
9,4
9,1
8,90+
9,18+ 9,20+
9,20+
9,27+
Bouw peil= 9,60+
20625
9,27+
9,64+
PP ∅ 250 +7.73 L=34 m
9,49+ 9,50+
7,2 BH=
9,59+
9,38
9,27+
Bouwpeil=
Ac ca
C
9,18+ 9,20+
9,44+
9,46+
9,45+
9,19+
8,90+
9,34+
9,3
9,46+ 9,49+ Cr mo 9,53+
C
Vrijgegeven :
+
9,27+
8+
9,43+ 9,37+
9,37+
9,49+ 9,53+
9,60+ 9,64 +
9,64+
+7.59
: Concept Waterhuishoudingsplan
:
+
9,37+
9,45+ 9,49+
+
7,80+
9,67
9,27+
9,34+
9,47+
9,43+
9,37+
+6.70 PP ∅315 +6.80 L=49m
20623
8,90+
9,20+
20624
7,8 0+
8,35
13900
9,25+
9,25+
9,37+
9,25+
6+
+6.36 ∅3159,22+ +5.30 PP L=9m
9,2 0+
+6.56 PP ∅315 +6.70 L=59m
9,47+
9,43+
,70+
9,64
9,54
Omschrijving
Getekend
5+
9,67
+
9,47+
9,50+
9,44+
9,41+
4+ 9,6
Datum : 29.06.2021
+ 9,84
9,36+ 9,31+
9,36+ 9,31+
9,3
9,24+
9,24+ 9,18+
9,13+
+
9,20+
9,31+
9,31+
9,57+ 9,47+
9,29+ 9,39+
9,17
,24
9,40+
9,36+ 9,31+
9,47+
9,62+
:
5.46
8,25+
BH=7 ,3
+
P
9,28+ 9,22+ 9
9,18+
9,40+
9,72 +
7,80+
eil=9
Versie
Gecontroleerd : R. Kloosterman
8,35
9,15+
9,40+
Bouw p
+ 9,84
Bouwpeil=9,65+
Bouwpeil=9,65+
9,32+
9,38+
9,43+ 9,47+
Bestaand MV
+
9,44+
9,38+
9,40+ 9,44+
7,90+ 8,00+
+
9,35 Cr mo + 9,40+ 9,44+
8,20+
20629
9,39+
7,80+
+
8,35
9,35+ Cr mo 9,40+ 9,44+
Bouwpeil= 9,75+
8,30+
8,25+
,40+
7,80
+
9,44+ 9,48+
BH=7
0+ 9,7
9,33+
9,36+
8,10+
8,10
Bouwpeil=9,60+
Bouwpeil=9,60+
1:20
+ 9,36
.09
+
3+
9,33+
9,42+
9,49+
0+
9,05+
9,24+
9,39+
9,31+ 9,48+ 9,52+
9,55+ 9,51+ Cr mo 9,49+
7,80+
7,10+
+6.90 PP ∅250 +6.97 L=34m
Cr mo 9,52+
9,44+
9,27+
Bestaand MV
8,10+
+
9,25+ 9,33+
9,48+ 9,52+
9,43+
+
8,10+
9,54
9,46+
9,55+
9,33+
9,27+
9,40+
7,80
8,20+
+
9,22+
B.H.=
3+
+
9,49+
9,33+
9,34+
9,46+
8,10+
+
9,52+
9,4
8,50+
8,40+
9,42
9,55+
20630
9,50
9,43+
9,50+
Co sa
9,19+
5+
9,40+
9,40+
+
8,20+
9,41+
Pr pa
dk
9,1
9,46+
9,49+
Ac ca
Cr mo 9,35+
9,48+
POP
9,24+
9,20+ 9,12+
9,27+
9,4 2+
9,50+
9,37+ 9,37+ 9,37+ 9,41+ 9,37+ 9,37+ Cr m o 9,35+
9,49+
9,0
9,13+
9,16+ 9,12+ 9,06+
Pr sp Pr sp
∅ L=4 250 +8 0m .05
9,41+ 9,37+
9,42+
+9.5 +9.515
7,80
9 PP
+
Cr mo 9,50+
B.H.=
+7.8
9,56 + 9,60 +
C
8,85+
+ 9,18
eil=9 ,6
8,50+
BH=
8,95+
9,02+
P
9,13+ 9,13+
9,22+ 9,32+
9,50+ 9,40+
9,24+ 9,24+
9,30+ Co av (m) 9,50+
Eu eu8,80+
9,46 + 9,50 +
Bouw p
Be pe (m)
8,75+ 8,75+
9,1 6+
9,58+ 9,54+
5+
9,1
+
0+
RWS band
Be pe (m)
9,41+
+9 +9.5.515
7,8
9,60+
9,44+
9,43
+9.55 +9.51
+
7+
9,30+
7,80
9,53
9,49+
20640
+9.53
taan
Bes
9,6
9,50+
9,46 + 9,50 +
0+
Cr mo (m)
8,90+
9,34+
∅250 +7.89 L=20m
+9.49
V
dM
+9.5 +9.551
9,38
C
P
8,75+
Cr mo
+7.81 PP
9,43+
+9.47
+
8,30
8.05
+
9,54+
9,43+
+9.47
V17
8,35
9,47+
9,55+
9,40+
9,43+
+9.53
7,10+
9,43+
9,51+
0+
9,47+
9,55+
9,3
9,51+
20636
+9.41
V
dM
taan
Bes
BH=
P 9,54+
9,52+
B.H.=
9,62+
9,48+ 9,40+
9,28+
9,35+ 9,38+
9,32+ 9,2 7+ 9,26+
9,41+
9,46 + 9,50 +
9,60+
1:2
bestaa +/-8,5 nd MV 5+
9,43+
Cr mo 9,55+
9,45+
9,64+
+9.55
9,13+ 9,33+
20631
9,64+
+9.47
+
9,38+
+7.65 PP ∅250 9,43+ L=60 +7.89 m
0
+9.5 +9.551
8,30
9,51+
9,42+
9,38+
7,90+
PP 2 5
+9.51
8,33+
9,43+
9,50+
9
20637
+9.62 +9.58
+ 9,36 + 9,34
9,48+
9,41+
+ ,23
+9.62 +9.58
+ 9,22 + 9,20
Cr mo
9,45+
20641
+9.58
+
9,51+
1:2
+9.58
5 8,6
9,38 + 9,38 +
8,33+
B.H.=
Bouw peil= 9,60 +
+
P
RWS band
9,13+
9,33 +
8,96 + 9,00 +
9,47+
9,20+
9,05+
9,60+
peil=
9,30
∅250 +7.20 8,90+ m
L=27
PP ∅ 250 +6.99 L=11m
1 PP
5+
9,51+ Cr mo 9,51+
+7.3
9,25+ 9,20+
3+
8,86 + 8,90+ 9,10+
9,46+ 9,50+
9,30 +
9,20+
ng
8,8
20638
9,10+
+
9 PP ∅25 9L= ,349m 0 +7
9,28 terga
+6.97
8,86+ 8,90+
+
9,55+
e wa
9,20+
aand
8,80 +
9,25+
best
8,60 + MV
9,28+
9,51+ 9,51+
aand
9,13+ 9,33+
Bouw
9,3
Bouwpeil=9,60
best
8,80+
+
+
dk
peil=
8,60
8,95+
9,02+
9,22+ 9,22+
9,39+
9,29+
9,13+
9,13+
9,13+ 9,13+
9,29+
Bouwpeil=9,60
9,55+
9,29
+
9,20+ 9,20+
9,55
P
9,51+ 9,55+
+
8,60+
9,48+
+7.50 PP ∅25 0 +7. 31 L=45m
9,51+ 9,55+
9,52+
Bouw
9+
+ Bouwpeil=9,60
9,30 + 9,24 +
9,35
+9.62
+
9,4
20632
C
9,51+ 9,55+
peil=9 ,65+
9,4 4+
+ 9,38
+
+9.62
+9.49
9,46 + 9,50+
+ 9,50
8,55
9,48+
Bouwpeil=9,60
8,75+
Bouw
wpe il= Bou
MV
+9.64
8,10
+
8,70+
20639
9,48+
aand
+9.64
9,43+
,65+
9,46 + 9,50 +
9,35+
+7.60 PP ∅250 +7.50 L=25m
9,51+ 9,55+
best
9,20+ 9,20+
9
MV
9,38+ 9,34+
+7.62 PP ∅250 +7.60 L=5m
+ ,49
9,30+ 9,24+
9,48+
9,27+
+
9,26+
9,48
9,30+
9,29+
902074
+9.69
8.20
Cr mo 9,46+ 9,50+
+ 9,36
9,36 +
9,42 +
9,50 + 9,46 +
9,44 +
9,44
+
9,44 + 9,44 +
9,52
+
,50+
9,30+
Bou wpe il=9
9,40+ bestaa nd
20689
9,34+
8+
9,55+ 9,51+
9,4
8,50+
+9.65
+
P
8,45+
9,20+
9,20+
8,40+
bestaand MV
8,70+
9,20+
9,30+
+9.65
+ 8,50
8,40+
8,40+
bestaande watergang
+9.64
8,50
BH=8,00+
+9.64
+9.29 +9.28 +9.33 +9.28 +9.38
BH=8,00+
BH=8,00+
+9.61
+9.68 +9.64 +
9,20 + 9,20 +
9,20
+ 9,28
9,42 + 9,46 +
9,37 + 9,37 +
9,10+
9,26+
8,40+
9,20+
BH=8,00+
BH=8,00+
+9.56
+9.63 +9.59
+9.10
7.67 +
5 PP +7.7
9,28
9,20 + 9,25 +
9,25 + 9,20
∅2 + L=20 50 +7 .67 m
9,33 + 9,29 +
9,30+
9,30+
9,31+
9,07+
8,98+
9,23+
9,10+
9,10+
9,52 +
P
9,20+ 9,20+
9,20+
8.15 +9.58 +9.62
V16
7,90+
8,40+
9,20+
+9.62
9,41+
Bouw peil=9
o
V14
+9.58 +9.62
7.75
9.52
+9.42
mm ∅ 1000 Nod GYang 0,05% verh
Cr m
PP ∅ 250 +7.65 L=65m
+9.62
+9.59
+7.39
9,46+ 9,50+
+9.54 +9.48
9,30+
8,70+
C
(AHN) 9,20+
9,43+
3 +9.5 7.75 +9.48 +9.54
P
(AHN) 9,25+
9,46+ 9,50+
Cr mo
9,30+ 9,20+
(AHN) 9,10+
9,41+
+9.62
9,20+
20633
+9.58
+9.58
0
9,39+
(AHN) 9,15+
(AHN) 9,10+
9.65
+9.6 250 PP
9+ 9,3
9,31+
+9.73
+9.78
+9.6
(AHN) 9,15+
B.H.=8, 00+
9,30+
V15
7.60
7.70 0
Bouwpeil= 9,50+
970 m2
P
Trottoirband RWS
9,22+
9,50+
+9.73
+9.60
Bouwpeil=
+9.70 +9.65 +9.71
+9.65
+7.29 PP ∅250 +7.09 L=50m
+
+9.71 +9.65
+9.64
+9.64 +9.60
+9.61
(AHN) 9,15+
9,20+
50
+9.64 +9.60
PP 250
7.60
Bouwpeil=9,50
(AHN) 9,15+
9,31+
V13
+9.78
PP 2
PP 250
8,80+
8,91+
(AHN) 9,15+
9,20+
6+
+9.64 +9.60
+9.60
9,2
+9.61
7.85
7.65 +9.65
9,22+ 20634
+
+9.60 +9.55
+9.54 +9.48 +9.53
Bouwpeil=9,50
9,10+
+9.61 +9.55
+9.60
(AHN) 8,90+
9,15+
+9.58 V19
9.53
+9.69
+9.54
9,31+
+9.45
7.65 8 +9.4
P
9,20+
+9.56
+9.51 +9.57
+9.61
+7.55 PP ∅250 7.29 L=65m
+9.61
+9.59 +9.54
+9.50 7.3 5 +9.45 +9.51
901957
9,31+
Trottoirb an
+9.54 +9.46
+9.40
0
+
9,20+ 9,22+
+9.72
+9.74 +9.40
+9.48
+9.46 +9.40 +9.45
0 9.3
,00
5+
20635
6
+9.43 +9.50
+9.40
PP
+9.15
+9.54
+9.60 +9.64
+9.64
+9.57
8.05
+9.4 2 +9.3 8 P+P9.28 250 +9.3 3 +9.2 8 +9.3 8 +9.4 2
+9.59
+9.10
V21
=9
9,2
+9.3
7.95 +9.28
250
+9.10
P
+9.40
+9.41 +9.35 +9.40 P P 25 0 +9.35 +9.41
9.3 2
+9.60 +9.64
+9.60
+9.59
+9.43
+9.25 +9.31
+9.40
V12 8.15
+9.42 PP 250 +9.47 +9.42 +9.48
+9.55
MV
9,22+
+7.57 PP ∅250 7.55 L=5m
+9.60
PP 250
+9.49
9.5
+5.08
(AHN) 9,10+
+9.65
+9.50
+9.26 + 7.20 9.25 +9.307.20
7.35
9,20+ 902075
(AHN) 9,05+
7.90
V11
+9.56
MV=8,90+
V20 +9.67
+9.55
MV=9,00+
290018
9,15
+9.74
+9.34
+9.49
(AHN) 9,00+
8
+9.4
+9.10 +9.28
+9.25 +9.20 PP 25 +9.25 0 +9.20 +9.25
7.10
0
9,00+
+9.45
+9.75
7.75
7.10
+9.35 +9.41
9.4
+8.80
+9.40
+9.2
0 +9.64
+9.40
7.75
+9.40
V23
9,00+
+9.3
250 PP 2 +9.4 +8.80
0 9.4 7.95
PP 250 +9.40 +9.20
+9.41 +9.35
PP 250
7.50
+9.20
+9.4 0
+9.55 +9.50 +9.56
+9.44
P
+9.50
0
7.80
+9.40
+9.30 +9.36
+9.54
+9.50
+8.7
+9.40 +9.45
+9.53
+9.50
+9.45
6.90
9.40 6.90
V10
+9.20
V22
+9.50
7.80
+9.49
MV=
0 9.4
+9.50
V26
+9.60
+9.51
+9.45
+9.50
9.5 +9.60 2
+9.55
+9.61
+9.70 +9.63
P P
+9.40
+9.40 +9.46
+9.54
+9.00
+9.44
PP 250
+9.64
+8.90
PP 250
+9.56
7.65
0 5 +9.3
8
+9.74
+9.70
+9.68
+9.68
+9.70
+9.49
+9.51
+9.71
+9.36 +9.30 +9.35 7.80 +9.30 +9.36
+9.49
+9.40 +9.46
+9.00 +9.10
9 +9.4
+ PP 295.41 +9.305 +9.4 0 +9.35 +9.41
+9.64
+9.67
+9.70
+9.63
+9.25
+9.40 +9.45
+9.44
+9.65
+8.30
+9.35
+9.76
+9.71
+9.61
+9.61
+9.73
+9.65
+9.71
+9.71 +9.70
+9.60
P P P
0
+9.0
+9.31 +9.25 +9.30 7.85 +9.25 +9.31
8.05
+8.90
+9.10
9
8,73+
8,83+
9,11+
9,19+
9,11+
9,08+
9,03+
+9.60 +9.56
+9.55 +9.53
+9.50 +9.56
+9.25 +9.20
+9.40 +9.45
+9.67
59 +9. 55 +9. 1 5 +9.
V27
+8.35
9.00
+9.00
+9.35
8,91+
9,00+
8,89+
P
0
V09
7.65
9.2
+9.57
+9.30 +9.25
+8.8
+9.00
+9.61
+9.67
+9.3
+9.28 +9.29
+9.42
+9.42
+9.29 +9.28 +9.33
+9.30 +9.25
P
P
+9.40 +9.45
V24
+9.71
V08
9
+9.25
P
5
+8.80
+8.90
+9.40 +9.45
0
+9.34 +9.39
9.2
V28
+9.71
+9.3
+9.4 5
+9 +9.2.25 0
5 +9.3
+9.25 +9.20
9.4
6.70
P
+9.25
+8.90
+9.00 +9.05
0
7.70
+9.25 +9.20
+9.00
+9.2 0
+9.15
+9.45
+9.20
+9.20
PP 250+9.35
+9.45
+
+9.45
+9.3
6.65
+9.35
+9.25
7.95
+9.30 +9.25
+9.33
6.70 9.20 P
P
+9.35
V30
P 250
V29
9.4 0
P
+8.70
+9.30 +9.25
9.35
PP 2 +8.90 50
+7.60
+8.60
+9.10
+9.2 +9.260
7.55
+9.28
+9.2 8 +9.2 3 +9.2 8
+9.38
+9.20
P
6.65
P
+9.30
+8.90 +8.95
+8.90
Beton ∅400
+9.20
+8.40
7.53
+7.60
+8.70
+9.33
+9.34
+9.34
+9.26 +9.20
+9.30
+8.90 +8.95
+9.18
+9.4 5
8.10
9.45
PP 250
+8.90
V07
+9.10 +9.05 +9.11
PK315
+9.2 9
8
+8.90 +8.95 +8.90
6
+9.3 8 +9.3 3
5 9.2
P
+9.20
+9.0 0 +9.1 0
5
0
PP 2 50
+9.3
0
+9.3
+9.3
+8.9
5
P
∅16
P P
+9.00
+8.4 0
PP 2
+9.11 +9.05
+9.2 0 +9.2 5
V31
7.80
+9.1 5
+9.2 0
5
+9.20
+9.15 +9.10 +9.11
+9.2
5
0
+9.00
+9.16
8. 25
+8.9 0 +8.9 5 +8.9 0
+8.4
+9.1
5
+9.1 6.57 0
P
+9.28
P
5
6.57
9.1
+9.2
0
+9.30
7.25
0
PP
+8.90
5
9.0
7.25
+9.1
V33 +9.28
V06
+9.0
+9.18
5
+9.2
+9.2
+9.35
+9.3
P
+9.37
+9.1 0
6
PP
P
+9.2
+8.9 0 +8.9 5 +8.9 0
+9.0
50
250
+9.33
+9.2
+9.35
4
+9.0 3 +9.0 9 +9.15 +9.17
+9 +9.1.157 +9.0 9 +9.0 3
0
+9.3
6.50
0
0
+8.9
+9.3
6.60
+8.5
6.95
+9.31
P P
5 8.9
+9.64
+9.28
+9.22
6.50 0
+9.26
V05 .0 +9
+9.33 +9.29
P
P
+9.10 +9.14
+9.25
+8.9 0 +8.9 5 +8.9 0
8.9
PP 250
+9.10 +9.14
Uitlegger
+9.3 4 +9.2 9
+9.00
+9.21 +9.25
+9.18
+9.10
+9.18
+9.25 +9.21
+9.14
P
P
+8.90
4
6.35
+9.3
6.35
+9.15
5 8.9
+9.3
V04
0
3
+9.00
6
PP 25
+9.00
+9.15
+8.90 +8.95 +8.90
+9.3
+9.00
+9.3
P P
P
5 8.9
6. 2
+9.00
Roosterput 5cm boven bodempeil
+8.90
V03
0 25
P
PP
Beton ∅400 +7.40 +7.40
+8.90
:
0
+8.30
9,00+
Duiker ingemeten
+8.95
Projectleider : R. Kloosterman Tekeningnummer:
Bijlage B
Contractnr. : nvt
Bladnr.
:1
van 1 Versie: DocId:
+8.90
+9.28 +9.35
9,14+ 9,14+
Erfscheidingsput
+8.85
+9.00
d RWS
9.45
6.65
5.20 (g
P PP 250
+8.70
+5.39 PP ∅315 +5.30 L44m
PK315
Vuilwater vrijvervalriool met diameter en bob in m t.o.v. NAP
+8.45
902076
Vuilwater rioolput + putniveau
Terugslagklep plaatsen
V02
5.70
5.20 (g )
P
PP 250
)
V01 8.9 2 5.70
5.80
9,30+
8.95
P
Uitlegger
9,09+
V05
WATERHUISHOUDING- EN RIOLERINGSPLAN
Colofon WATERHUISHOUDING- EN RIOLERINGSPLAN WOONONTWIKKELING BLOEMENDAL FASE 2A
KLANT Gemeente Barneveld AUTEUR Lukas Oosterbaan en Ruud Kloosterman PROJECTNUMMER C03071.000717.0400 ONZE REFERENTIE D10034380:37 DATUM 15 juli 2024 STATUS Definitief VRIJGEGEVEN DOOR
Ruud Kloosterman Projectleider Civiel
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Onze referentie: D10034380:37 - Datum: 15 juli 2024
WATERHUISHOUDING- EN RIOLERINGSPLAN
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