De Lanen-Oost_Toelichting_Bijlage 37 Water, bovengrondse infrastructuur (2023) (1)
Tekst van het document
9.273
Legenda
9.177
9.212
9.274
Rijweg tweerichtingsverkeer
9.259 9.248 9.190 9.211 9.259
9.142
9.180
Rijweg eenrichtingsverkeer
9.201 9.196
9.236 9.257
9.122
9.28 9.23 9.31 9.18 9.17 9.23 9.16 9.27 9.31 9.19
9.250 9.175
r 9.29 9.14 9.14 9.30
9.172
Verkeersplateau
9.161 9.208
9.28 9.13 9.11 9.29
9.181 9.180
9.125
9.25 9.05 9.05 9.30
9.371
9.151 9.119
Parkeervak
9.28 9.01 8.99 9.24 9.25 9.01 9.02 9.27
9.163
9.380 9.27 9.457
9.169
9.27 9.07 9.06 9.29
8.98 9.285
9.433 9.430
9.134 9.117
9.307 9.463
9.255
9.415
9.202
9.134
0 1.8
9.091 9.269
9.057 LOOFBOOM 90 9.357
9.28 8.98 8.96 9.28
9.185
9.144
9.131
9.20 8.94 8.94 9.25
9.389
9.220 9.133 9.146
0
5.5
9.183 9.376 9.360
9.030 9.14 8.87 8.94 9.23
9.088
Pad van betonplaten
0 2.5
9.20 8.97 8.95 9.27
9.220
R8.00
9.348 9.254 9.205
9.155
+9.3
.00
9.319 8.95 9.24 9.397 9.338 9.340
5.00
9.347
9.281
9.290
0
0
00
4.5
eg 8 +9.8
1.80
0 +9.8
6.02 6.02
R6.00
.23 0 +1 .03 +10
5
0 +9.9 5 +9.9
+9.9
+9.9
+10
8 +9.9
.03
8
.38 +10
5 +9.9 0 +9.9
.03 +10
+
.18
8
.03
+10
+9.9
+10
.18
+10
5 +9.9
0 +9.9 5 +9.9
.03
8
+10
+9.9 5 +9.9 0 +9.9
.03 +10
.18 +10
.38 +10
.13 +10 .13 +10
+9.92
3 +10.0
.03 +10
.13
+10
25 7 108 10
3
+9.9
.13 +9.9
0 +9.7 6 +9.8
5 +9.7
3
1
34 131 30
R6
6 +9.8 0 +9.7
+9.9
3
3 +10.0
+
V
139
10VP6+10.15 5 0 1
104
+10
5
+9.9 7 +9.8
135P +10.00
10 9 1
10
11VP1+10.30
+10.18 +10.14 +10.09
26 2 113 11
+10.01
.13 +10
5
+9.9
+9.70
3 +9.9
0 +9.8 5 +9.8
5 5 +9.8 0 +9.8
3 +9.9
.03 +10
+9.98
.28 +10
+9.30
.18 +10 .03
103 +8.10 +8.10
8 10.1 .18 +10 .18
+10
.23
+10
24
33
4 3 13 3 1 32
+9.30
3
.08 +10
+9.8
0 +9.7 5 +9.7
5 +9.6 0 +9.6
+
8.49
3 +9.9
140
8 35 6 137 13 13
r
8
.2 +10
R5
.00
.13 +10 .09 +10 3 .0 +10 +9.9
5
1 +9.9
5 +8.8 0 +8.6
.13
+10
.03 +10 8 +9.9 3 +9.9
.00
0
+8.1
0
+7.1
8
+9.9
R11
5 +9.8
.00
9 +9.7 5 +9.7 0 9 + .7
1 +9.8
0 +9.6
5 +8.8 0 +8.6
6 +9.5
VP
3 +9.9
+9.78
+9.70 +9.65 +9.69
+9.78
8 +9.7
6.00
0
+
3 +10.0
R4.00
0
20
0
+8.1
3 +9.9
6.02
9 +9.6 5 +9.6 0 +9.6
4 +9.6 0 +9.6 5 +9.5
5
+8.8
0 +7.1
6.02
8 +9.7
0 +7.1 +9.6
+9.5
3
5 +9.4
+9.4
0
+9.4
5
1
3 +9.5
5
+8.8
+
0
+7.1
5 +8.8
3 +9.7
4 +9.6 0 +9.6 5 +9.5
1.8
0 5.5
+8.10 +8.10
.00 R6 3 +9.7 8 +9.9
8 10.1
+9.98 +9.98
3 +10.0
+9.93
+9.80 +9.85 +9.89
+9.84
+9.85 +9.80
+9.93
3 +10.0
3 +10.0
+9.63
+9.45 +9.50 +9.54
+8.95
+8.95
+9.70
8 .1 +10
3 +9.9
R6.0 0
5 +9.8 0 +9.8
+9.9
+9.9
+9.98
+9.78
+9.65 +9.70
+9.70 +9.65 +9.69
+9.98
+9.98
+9.65
+9.73 +9.63 +9.63
+9.45 +9.50 +9.54
+8.95
3.50
+8.95
+9.50 +9.45
+9.50 +9.45
+9.65 +9.60
6.20
+10.07
8 +9.6
5 +9.5 0 +9.6
0 +9.6 5 +9.5
+9.68
+9.55 +9.60
+9.60 +9.55
+9.68
+9.78
+9.98
+9.78
+9.73 +9.73
+9.50 +9.54
+8.95
+8.95
+9.50
7.00
+10
0 .0 R6 +8.95
+9.45 +9.50 +9.54
3.50 2.00 6.02
7.00 2.00 +9.65 +9.60
+9.73
+9.83
+9.73
R6.00
0 R1 1.0 8 +9.6
8 +9.7
3 +8.95
+9.45
+9.50
+8.95
+9.50 +9.45
+9.65 +9.60
+9.73
+9.83
7.00 +9.65 +9.60
6.02
+9.73
+9.83
+9.83 +9.83
F
R6.00
8 +9.45 +9.50 +9.54
+8.95
0 R6 .0
6.02
6.02 6.00
+9.65 +9.60
+9.73
2.110
+9.83 +9.83 +9.83
0 1. 8 3 5.0
0 +9.8 5 +9.8
+9.78
+8.90
+9.45 +9.48 +9.52
+9.45
+9.50
+8.90 +8.95
+9.45
+9.50
+9.60
5.62 +9.65
+9.73
+9.83 +9.83
+9.83
1.80
5.00 1.80 +9.64
+9.70 +9.66
+9 .73
F
1.80
5 +9.8
.0 0
+9.83 +9.60
+9.6 0 +9.5 5
2.77
2.77
2.77 2.00 2.77 2.51 2.77 2.00 2.51
80
1.
5.62
2.77 2.51
2.51
2.77
2.51
2.77
2.51
2.77 +9.45 +9.48
+8.95
3.00 1.80
2.51
+9.7
8
+9.5 4 +9.5 8
5.5 0 +9.00
+8.10
+8.10
R6
1.80
2.50
+8.9
+8.9 5
+9.3
4
5 +9.4
+8.1
0
0 +8.1
+9.2 +9.2 3 8 +9.3 3 +9.3 0
+9.1 8
+9.1 8
0 0
+8.1
+9.0
+8.1 0
+9.0 +9.1 7 2 +9 +9.0.08 5
+8.9 +9.0 2 2
+9.0 2
0 +9.0
n fflaa scho er A +9.07 +9.12 +9.08 +9.05
114 .2 +10
3 10.2
9.93
+9.65 +9.70
2.50 4.00
4.50 1.80
5
+9.3 +9.4 9 4 +9.4 +9.4 8 5
+9.3 4
+9.3 +9.4 0 0
+9.4 +9.3 8 8
+9.3 +9.4 8 8
+9.3 +9.4 9 4 +9.4 +9.4 8 5
+9.2 +9.3 8 8
+9.4 +9.3 8 8
+9.3 +9.4 0 0
0 +9.2
+9.3 +9.2 0 0 6 +9.2
0 +9.0
mee st Burg e +9.02
9.46 9.427
5 10.1 VP +
1
+9.78
6.02
+8.92 +9.02
+9.65 +9.60
2.0 0
R1
+8.9 5
+9.4 +9.5 9 4 +9.5 +9.4 0 5
+9.4 +9.5 4 4
+9.4 4
+9.6 +9.5 2 2
+9.5 +9.6 2 2
4 +9.4
+9.5 +9.4 4 4
+9.5 0 +9.5 4 +9.4 9 0 +9.3
+9.4 +9.3 0 0
+9.3 6 +9.4 +9.3 0 5
+9.18 +9.2 6 +9.3 +9.2 0 5
Willem arslaan 0 +9.0
6.5 0 0 +9.0
+9.0 +8.9 2 2
chof flaan
.5 0 +9.00
+9.73
0 .0 R1 6
R1 0.5 0
.30
R1 2.0 0
3.00
R4.0
0
R7
1.80
.00 R6
2.00
+9.4
1
+9.4
5
2.00
0 +7.1
eg sew
e Sch
zeel rpen
Uitgangspunten: - Maatvoering in meters, met een nauwkeurigheid in centimeters - Hoogtepeilen in meters t.o.v. NAP - B.o.b. hoogtes riolering in meters t.o.v. NAP Basisgegevens: - Defintief VOIP: De lanen Oost_20220930
project
Nieuwbouw De Lanen Oost te Barneveld
4.56
2.50 3.00
4.50
omschrijving
Voorlopig ontwerp nieuwe situatie Bovengrondse infrastructuur
1.80
r
R1 2. 0
Bouwbedrijf R. van de Mheen BV
G
4.00
0
+8.10
2.50
+9.10
+9.13 +9.18 +9.14
+9.08
+9.01 +9.11
+9.10
+9.10
+9.12 +9.02
opdrachtgever +7.1
projectnr. 22 092 01
wl
0
vt et
R1
0 R12.0 k
0
5.0
Deel 1
0 5.0 R1
1 : 500
schaal
r
besteknr.
-
getekend
NL
gecontr.
EN
datum
30-01-2023
tekeningnr. 2209201-VO-01-C40 post
Anthonie Fokkerstraat 4 3772 MR Barneveld
digitaal
E. info@drong.nl W. www.drong.nl
telecom T. 0342 - 76 00 88
Concept Bestand : 2209201-VO-01.DWG
formaat: A0
1.8 0
1.5 0
4.0 0
r As este
Trafo
+9.0 6 +9.1 +9.0 0 5
27
Trafo
LS MS
eme
LS
Burg
115
3 101 2
2.34
R0
VP
0
10.4
VP +
.20 +10
3.78
+9.00
1
1.80
+9.02 +8.92
.65
.65
5
3
9
2 17
6.02
8.00
1
0.3
+1
0 0.2 +1 .15 0 +1
+9 +9
5 0.1 +1 .18 0 +1
0.2
+1
M
0.6
+
+1
M
.46
1
+1
VP
.40 10
0 0.3 4 0.3 +1 0.34 +1
+1
6
11
8 0.3
2
0 3.5 4 3.2
.80
28 .38
8
3.7
3
.65
0 +1
4.50
I
0
8 3.7 1
1.9
0
0.6
VP
+1
2
2 0.4 +1 .47 0 +1 .51 0 +1
+1
0
0 6.0
0.2 5 +110.1 + 9 0.1 +1 5 0.1 0 1 + 0.2 +1
6.0
0.3
+1
5 0.3 +1
1.8
3 0.6 +1
2
0 0.0 +1 .95 +9 .99 +9 .95 +9 .00 0 +1
6.00
+9.00
3
8 5
2
60.0
0 +1
9.00
+9.10 +9.05
di 1 Wa
0.5
+1 0.4 +1
8.41
8.50
+8.72
0
13
5 0.0
36 41
6.02
+9.06
8 0.2
1.8
9 0.3 5 0.3 +1 .40 0 +1
+1
.33
6.0
2 6.0
8.50
5.50
6.00
+9.10
0 0.2 +1 .15 0 +1
.65 +9
.65 +9
5 0.2 +1
5 0.1 +1 .18 0 +1
+1
0 5.0
K
+9.54
7.00
162 VP +
+8.8
+9.16 +9.20 +9.15
1
1
Trafo
0
1 0.0
1.5 0
+1
.90 +9 5 .8 +9
0 0.0 +1
.95 +9
.85 +9 8 .8 +9
.35 +9
.35 +9
1 .8
.88 +9
.95 +9
0.2
2.1
3
1.80
6.0
.56
2
2 .40 6.0+1+010.35
94
20 0 +1
6.0
8
0.4 +1
5 +8.8
1693.75
5
Wadi 2b
0
6.5
9.41
2.11
3.90
21
G
.10
Trafo
LS
+9 .39
+9
0 1.8
+9.7
5.00
MS
.00
R3
+9 +9 .50 +9 .54 .49
Hondenuitlaatplaats
k
7.00
3
+9.7
96
+1
142
0.05 VP +1
5
5.00
GAMMA
1.80
7.00
5
0.6 +1
5 0.2
J
5 10.0
127
+9.4
1.80
43 164
+9 .9
2.50
1.80
167 6 6 1 5
165 VP +9.7
169VP +9.80
93
13
3 0.2 +1 5 0.0
+9.83
4 +9.6 0 +9.6 5 +9.5
44
+8 .60
r
6.02
.00
4
3
92
19 +1
VP +
128
8
168
+
.28
143
126
+9.7
8
.45 10
3 0.4 +1
102
32
3.78 2.44
45 0 171 17
R6.00
1.80
10.00
12
3 +9.7
95
3
0.6 +1
144
9 1 +9.95
3
3.90
J
37
161 5
Wadi 4
.23
1.80
145
42
+9.7
.98
91
0 +1
0.20
VP +9.6
+9.7
R8 .00
2.11
6.02
VP +1
R8.00
2.50
1.80 7.00
R6
0
1.80
1 VP +
I
2 17 0.05
.45
+9 .1
3
.65 10 + VP
+1 VP
2.11 5.00 2.11
146
31
0.00
VP +1
2
60
0 10
5 0.2
123
+9.6
+9.5
8
0.0
+1
.18
46
+9
+8 .
Komgrens
5.00
1.80
9.316
+
147
160
Wadi 5
9.476
98
99
38
173
+9.7
.00 R3
6.39
1.80
+9 +9 .64 +9 .60 .55
+9 .35
4.56
6.39
2.11
5.00 2.11
9.455
+10
174
159
200 2.5 1
Ruimte parkeren op eigen terrein (blauwe vlak) - 1 parkeerplaats (3,50 x 6,00 m) - 2 parkeerplaatsen naast elkaar (6,00 x 6,00 m) - 2 parkeerplaatsen achter elkaar (3,50 x 10,00 m)
1.80
201 2 2.0 .77 0
2.11
9.417
9.457
.43 10
149
175
VP +9.7 5
5
1.80
0 VP +1
158
202
52 2 2.5 .77 1
10
3.78
H
A
155
157
9.461
8
0.1
+1
VP
125
176.00
156
22
+1
148
VP +
47
9.418
9.402
3
0.20
177
154
9.390
97
+ VP
9.376
9.414
0.6
+9.65
+9.60
178
9.417
+1
124
41
VP +9.8
+9 .50
+9 .
Wadi 2a
48
+9.78
+9.63
Wadi 6
203
+9 .73
+9 .10
8 181 1
+9.54
VP +9 .8
19 VP +9 .75 7 19 8 19 9
+8 .60
0 179
9.395
9.462
9.374
3 0.2 +1
.73 +9
40
205
51
+9 +9 .50 +9 .46 .41
H
+9 +9 .20 +9 .16 .1 0
PDV
53
206
K
5 +9.8
Wadi 9
19 6
182
.80 VP +9
.80 VP +9
9.340
9.408
3 0.4
1 VP +
+9.78
204
+9 .20
1.60
+9.78
0
19 5
+9.71
153
207
+9.5 8
+9 .31
+8 .6 0
0
191
+9.6 4
+9 .73
2
+9.78
208
193
+9 +9 .50 +9 .46 .41
.0
0
R6
R6.0
5.00
+9.71
.85
.31
1.60
+9.50
VP +9
VP + 9.80
12
9.421
9.434
150
12
+9.58 +9.63
209
192
19 E 4
.00
8
8
+9.7
+ .7 9 4 +9.7 0 +9.6 5
0
+9.45
152
VP
0 5 12VP +9.7
1
+8.95
Wadi 7
90
.95 +9 0.00 +1 4 0.0 +1
87
88
89
.35
+9
1
+9.45
151
.99
18
+8.95
211
+9
R6.0 0
9.348
86
.30
10
+ VP
.00 +10
1 30 19
.73
+9
85
18
.45 +9 .50 +9 4 .5 +9
i8 Wad
.00
1
39 5
R6
i1
.95 +8
5
+9.58 +9.63
ad
W
8
Wa
9.355
0.2 +1
+9.9
+9.4
+8.95
.45 +9 .50 +9 4 .5 +9
5
+8.9
di 10
+9.83
190
+
5 +9.6 0 +9.6
+9.50 +9.45
54
.95
9.357
9.318
9.330
9.357
.10
9.45
.35 .95 0 +9 10.0 + 4 0.0 +1
.08
0
0 +9.5 8 +9.4
+9.65 +9.60
+9.5 +9.605 +9.64
189
1.80
10.5
+9.7
1.97
+9
0 +1
+8
+9.50
+8.95
183 t/ m
+9
A
Wadi 3
6x BEB O 4x bov -woningen en 2x bened en
+9.6
+9.6 4 +9.6 0 +9.5 5
5
+9.4
1
5
0
+8 .60
+9.4 9 +9.4 5 +9.4 0
0
00 R3.
0 R3.0
+8.95
+9.3
6
+9 .1
+9.5
5.03 +9.5
5
212 E
+9.73
+8.95
+9.5 +9.605 +9.64
6.02
8
+9.8
5 0.0 +1 0.00 +1
5
9.285
8
3 0.1 +1
5 +8.9
9.341
9.369
0
+9
0
9.281
0
1.8
6.5
.23 +10
+9.4
+9.5
9.250
+9 5 .8 +9
10
5 +9.6 0 +9.6
9.375
9.389
6.00
3
9.298
8
.95
VP
.00
8
5
6.02 1.97
6.02
R6
+9.5
+8.9
+9.83
210
50
+9.3
1.80
5.00
+9.50 +9.45
+9.68
213
0
0 2.50
+8.1
+9.53
6.00
+9.1 0
3.90
+9.65 +9.60
VP +9 188 .70
214
+9 . +9 60 .5 5
8
43
+9.73
10.5
+
3
VP +9.85
0
9.88
54
44
+ 9.45
5.03
+9.6 1
215
+9.3
.0 R3
R8 .0 0
R8.00
1.80
+9.4 0 +9.4 5 +9.4 9
8
r
216
+9.7 8
+9.7
00
42
+9.7
VP + 8
+9.8
9.90 VP +
4 45
49
+9.5
227
0 R3.0
r
+9.5 5 +9.6 0 +9.6 4
226
R8.00
4.56
8
+9 .29
3.90
55
217
+9.6 5 +9.7 0 +9.7 4
+9 .20 .25
+9.1
218
VP + 9,80
+9
2.50
219
+9.7 8
+8 .10
+9.7
.00
222
225
r
R8 .
41
.85
+9.83
8 +9.8
9.292
9.236
.90 +9 .85 +9
0 +9.7 5 +9.6
9
VP +
559.90
8 +9.8
47
+9.83
56 .90
9.294
9.290
.35
8
+9.7
9.216
9.184
+9
+9.9
8
Locatie spelen
9.237
9.337
0 0.1 +1 0.05 +1
+9
+9.8
R6.00
9.214
.35
57VP +9
+9.8
8 +9.8
59
8
10 58 .90
8
9
7
3
40
VP +9
0
R
VP + 9.80
224
0
.0 +10
+9.8
9.241 9.281
.33 0.1 +1
78 +10.25
77
+
61
8
R6
R1
221
223
1.80
39
O.C.
0 3.0
220
1.80
3
1.50
VP +9.85
+9.4
8
5.00 2.11
9.277
9.279
15 9 80 7
VP
Overloopgebied / watergang
9.217
9.271
3 10.2
6
9.215
9.370
0 +1
+9.6
8
9.265
9.180
9.242
11 62
8
9.135
9.193
9.322
60
48
+9.78
5
+9.6
R6.00
.0 R6
+9.60
.0 0
R1.00
+9.7
0
1.8
Watergang
9.263
9.179
3 +9.8
3
13
+9.73
46
.00 R6
R6 r
53
81
.2 +10
8
+9.75
38
+9.69 +9.65 +9.60
+9.56
+8.10 r
+9.56
3.90
.00
+9.45 +9.50
R3
+9.56
+9.50
O.C. +8.95
+9.52 +9.45
+9.50
+9.60 +9.65 +9.69
W adi 1
+9.45 +9.50
4.56
0
+9.83
+8.95
3.90
36 2
+9.73
emente n
+9.78
r
+9.7
16
0 1.8
+9.6
1.80
VP +9.8
0
+9.76 +9.73 +9.68
+9.58
+9.64
+9.58
+9.68 +9.73 +9.77
37
r
0 +9.8
8
+9.7
5
+9.78
37 +9.78
33 apart
r
5.03 1.8
1
35
r
+9.68
6.00
P +9,80
r
+9.78
1.80 5 .03
33
30
gen onin den O-w x bene B E 2 6x B oven 4x b
+9.78
35
1 t/m 3 3 V
41
50
51
52
34
1.80
31
39
+9.69 +9.65 +9.60
2.50
+9.50
28
4.00
+9.56
26
49
0 VP +9.8
+9.78
B
5.05
5
+9.50
4.50
.9 +8
VP
+9.78
72
73
74
8
+9.7
+9.68
4.00
6.02
+9.55 +9.60
+9.68
+9.60 +9.65 +9.61 +9.55
1.80
6.02
6.02
.45 +9 .55 +9 .51 +9 5 .4 +9
+8.95
2.50
00
4.75
.0 0
9.311
+1
+9.19 +9.09
R6 .
.60 +9 .50 +9
R6
+9.55 +9.60
71
0
8 0.0 +1 .13 0 +1
+9.50 +9.45
VP 8
+9.5
70
1.8
0
0
.45 +9 .55 +9
+9.50 +9.60 +9.56
69
1 2.1 0 5.0
12
6
8
0 +9.8
0.0
.60 +9 .56 +9
+9.50 +9.45
5.00
400
5.09 Beton 400
0 2.0 R1
R15.00
5
+9.07
r
8.952 5.01 WIN_20221222_09_02_20_Pro.jpg Beton
r
.45 +9 9.55 + .51 +9
24
.4 +9
5.01 Beton 400
.60 +9 .50 +9
1.80
22
B
9.092
9.075
2.50
+8.9 +9.066 +9.1 0
LOOFBOOM 20
9.060
.60 +9 9.56 +
r
68
m 3 t/
+9.7
5 +9.4 0 +9.5
+1
8.924
1 2.1
80
+9.
0 3.5
2.2 1 1.9 .78 3
8
VP
5.5
9.261
3 0.3 +1
8.961 9.078
9.077
r
+9.64
8 0.0 +1 .13 0 +1
8.862
20
.00
18
8.994 8.883
0 +9.4 5 +9.3
82
3 0.3
9.020 9.063
+9.50 +9.60 +9.56
.35 10
9.225
9.246
5
+ VP
+9.5
9.140
9.271
+1
8.934
5 R1
3.00 4.00
8.972
Beton 400
8 +9.5
14
8 +9.8
Haag
9.225
1
8.971 8.884
r
+9.57
76
75
9.203
9.185
9.190
0.2
5.57 Beton 400
4.91
LOOFBOOM Beton 400 20 9.126 4.96
9.046
+9.14
8.934
5 +9.4 0 +9.5
83
+1
9.005
8.918
4
9.169
17
8
+9.8
Gras
9.187
9.181
.50
9.000 WIN_20221222_09_23_08_Pro.jpg put vol met water
.50
+9.
9.225
9.191
11
r
9.247
3
5.55 Beton 400
.00
9.028
0 +9.5 0 +9.6 6 +9.5
8
+9.7
90
VP
9.082
9.147
0.3
8.945
8
+9.6
0 +9.4 5 +9.3
7 +9.5
+9.8
5 +9.5 0 +9.6
D
8.952 8.858
+9.50 +9.56 +9.60 +9.50
+9.98
Plantvak
9.090
9.151
+10.08 8
0 1.8
9.081
+9.50 +9.56 +9.60 +9.50
6
+9.7
5
1 2.1
8.892
0 +9.5 0 +9.6 6 +9.5
0 +9.5 6 +9.5 0 +9.6 0 +9.5
+8.00
C
8.896
8.889 8.819
0 3.2
8.931 8.984
9.032
R15
4.50
9.043 8.923
16
7
+9.5
+7.00
6 .5 0 +9 9.6 +
8.886 8.842
9.152
9.170
+1
8.871
9.033
9.165 9.191
9.222
84
L
8.95
.56 +9 .60 +9
0 +8.5
9.135
+10.08
+9.4
0
9.024 8.904
+7.00
0 +7.5
5.0
8.963 LOOFBOOM 20
5 .5 +9 .45 +9
+9.06 +8.96
7.27 8.845
0
8.819
8.912
0 .5 0 +9 9.6 +
9.001
laan
+9.10
8.98
.00 R4
8.797
7.27
8.878
0 2.0 R1
5.5
8.852 9.000
7.33 8.836
Lab r ee
R8 .00
.55 +9 .45 +9
2.50
8.755
R4.00 1 .5 +9 .55 5 +9 9.4 +
8.885
8.962
.00 R3
7.36 8.974
+8.00
1.50
8.88
8.866
3.5 0
0 +9.5 6 +9.5 0 9 + .6 0 +9.5
4. 00
8.814
gem ees te r
0
8.788
Bur
.50 +9 .60 +9
5.0
8.824
1.80
8.992
.51 .55 +9 .45 +9
+9
0 +9.5 0 +9.6 6 +9.5
1.80
8.870
+8 +8 .81 .91 +8 .96
8.973 7.35
8.976
8.997
7
+9.3 +9.3 1 6 +9.3 2
0 2.5
LOOFBOOM 20
8.788
+8 .88
8.781
Wi llem arW slaillem an ar sla an
+9.3
7.27
7.30
8.844
8.811
8.980
9.365
8.87
8.804
8.863
0
1.50
8.722 8.738
+7.5
+9.25
1.80
8.950
WIN_20221222_10_27_37_Pro.jpg 8.933
8.971
LOOFBOOM 10
+8 .95 +8 +8 .91 .81
5.50
Boomvak
9.115
9.160
VP +10.10
3 +9.6 8 +9.6
9.153
9.157
9.198
7
+9.5
. 00
9.28 8.808 WIN_20221222_09_37_01_Pro.jpg
R4
8.831 8.846
9.321
0
6.0
5
+9.5
5
2 di 1 Wa
9.374
7.29
+9.45
8.83
8.779
+9.51
9.28
8.836
+9.45
0 1.8
7.29
8.922
6.00
9.072 9.151
+9.3
+9.8 4 +9.8 9 +9.9 3
MS
Nederwoudseweg
0 +8.5
9.368
8.742
5
L
+9.2
5 +9.5 5 +9.6 1 +9.6
+9.7 +9.7 4 6
.85 +9 .88 +9
9.199
0 +9.5 6 +9.5 0 +9.6 0 +9.5
+9.74
Wadi
9.163
9.147
.35 +9
R17.25
0 +8.5
9.358
8.804
+9.34 +9.38
Lab ree laa n
9.300
R4.00
+9.68 +9.78
9.085 9.070
9.151
4 +9.7.84 +9 0 9 + .8 5 +9.8
5
9.365
9.324
+9.7 9.185
5 +9.6
Roostergoot
9.094
9
+9.85 +9.75
.9 +9
17
9.28
7.30
Ondergrondse afvalcontainer - benodigd voor hoogbouw
9.064
1.80
7.33
8.85 8.905
8.754
0 +7.5
9.094
.00
+7
C
9.361
9.316
O.C.
9.070
R4
.50 +9 61 . +9 .65 +9 .55 +9
.50
9.028
9.020 9.074
9.063
9.209
2.50
9.378 9.374
9.100
R1.0 0
0 4.0
0 3.0
7.44
.31
9.113
R8.00
2.11 R4 3.78 .00
D
9.373 9.379
+9
9.267
0
ew
DP 01
9.411
+9 .37
9.405
9.405
9.34
9.102
+9.8 +9.760
R1 2 .00
ds ou
0
0
+8.5
9.403
9.434
Voorstellocatie ondergrondse afvalcontainer
9.000 9.071
9.113
9.088
9.449
2.50
9.151
9.324
9.414
9.126
+9.65 +9.75
5 +9.2
9.472
7.702
9.051 9.035
9.031
R12.00
.4 +9
rw 9.237
9.215
9.425
9.262
9.109
9.469
9.483
Containeropstelplaats
9.071
.50 R16.00
9.030
9.314
9.543
9.480
9.00 8.72 8.73 8.97
R10
9.322
9.325
9.468
9.05 8.79 8.78 8.95
8.943
9.036
R1 5.
9.101
9.463
Schanskorf
8.98
9.150
9.186
0 .3 R7
2.5
de
.40 +9
Ne
19 -23
7.32
0
3.20
0
5.5
8.98 8.81 8.82
9.064
9.144
0
9.465
9.497
5.0
1.8
9.312 9.398
9.535
8.85 9.00
Tijdelijke sloot nadere uitwerking singel bij verdere ontwikkeling.
9.140
0 R6.
R1 .00
9.379
9.399
9.099
80 1.
9.228
r
9.01 8.81
R1
5.50
9.3829.399
Halfverhard pad
9.143
8.83 8.99 9.034
50 2.
9.225
9.302
3.50
9.03 8.81
+10.24 +10.20 +10.15
9.159 9.258
9.141
9.01
.28
9.248
9.139
9.322
8.97 8.78 8.79
9.129
9.16 8.90 8.90 9.25
9.162
+10
6
R4
+9.8
9.236
9.225
9.162
LS
9.157
1.80
9.3669.370
Fietspad
9.22 8.88 8.91 9.22
9.154
.38
9.274
8.99 8.80 8.84 8.95
MS
7.91 PVC
9.293160 WIN_20221222_10_40_44_Pro.jpg put vol met water
0 4.5 0
R1 2. 0
9.323
r
R12.00
7.65 PVC 200
3.0
9.143 9.143 9.134
9.067
9.18 8.87 8.85 9.26
9.04 9.031
9.111
9.084
+10
R12.00
9.067
9.053
9.05 8.86 8.86
0
9.302 9.315 9.340
8.93 8.86 8.89 8.89 8.90 8.87 8.86 8.88 8.95 9.02
0
.00
r
9.250
9.301
9.322
9.336 9.344 9.338 9.343
R6.0 0
9.340
9.140
4.0
9.190
R6
9.27 9.392 8.93
+9.34
+9.40
+9.34
9.143
9.396
Trottoir
9.095