Haalbaarheidsonderzoek Randweg Lexmond_bijlage 6.1
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Bijlage 6 Schetsontwerpen Bijlage 6.1
Schetsontwerpen variant 1
PZE-25005749 / Proj.nr. M0004769 / Vrijgegeven / Versie 1.0 / 08-04-2025
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Vrijgegeven Vrijgegeven Opgeleverd voor interne review Projectnummer M0006681 Identificatiecode Versie 2.0 Versiedatum 16-06-2025 Documentstatus Vrijgegeven Formaat A0 Schaal 1:1000 Tekenaar JTR Ontwerpleider BDO Projectleider EBR Vrijgegeven
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Afdeling IW-I-IW-WM Postbus 2855 3500 GW Utrecht
datum 16-06-2025 09-05-2025 06-05-2025
Gemeente Vijfheerenlanden Haalbaarheidsonderzoek randweg Lexmond Schetsontwerp Situatietekening Variant 1 Blad 01 van 02
M0006681
WGN
SO
SIT
01
tek. JTR JTR JTR
C:\Users\trabkj\Movares\MN-PRJ - Lexmond Randweg - M0004769 - General\3. Werkmap\3. Schetsontwerpen\Tekeningen\DWG\AutoCAD\02_Layout\M006681-WGN-SO-SIT-LEXMOND-V1_v2.0.dwg
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33
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7 B4 13
B 41
K
B
n
5
K
285
17 B 33
47 B 4 48 B 41
B 41
67
B 45
3718
123
2 448
B
9
6 B 34
4 240
B4
laa
K
52 K
082
B4
K
K
K
K
K
50
la es rb te
K
ven tho Ach K
31A
91 24 B 31 3 B 33 3325 26 2 3 B B 33 327 65 B3 B 3 3328 B 43 39 B 9 5 37 10 B 37 8 22 K 3 6 3 B 4 35 2
083
0 B 299
B
3719
ius
K
K
K
2
41
s Lij
K
K
31
48
K
K
K
K
15 B 34 K
K
43
K
K
36
3615
52
K
K
2
7
K
K
K
89 B 31 45 K 3190
K
K
47
K
38
22
B
74 B 21 3576 B
or
K
K
40
6
4 412
75 B 44
eg
K
42
9
K
2
14 B 36
6 B 44
K16 B 37 3717 B
Gr
K
19 B 42
16 B 34
01 B 32 K 02 K B 32 3 0 K B 32 4 0 K B 32 05 B 3207 B632 08 0 B 32 B 32 8 4 K 09 B 33 B 32
11
30 12 B 33 3331 332 6 3 B B 3 3333 B 34 B K B B 33
K
K K
57
K K
2.4 142 =∞ Rh
K
4 A 57 3 A 69
92 B 31 70 93 68 B431 9 B 31 76 66 95 1 4 3 6 B 78 98 96 B 31 K B 31 80 99 97 B 31 K B 31 0 K 62 320 0 B 5 3 B3 0
K
B 36
46
K
K
K
K
74
72
34 B 40 1B K 81 7 8 B 44 7 4 5 9 3 2 B B
K
K
K
04 B 45
K
44
3 A 57
2
B
K
1
4 19 B 39 B 334 3345 6 B B 334 347 B3
Lek Kom K
28
K
K
K
3
4
K
K
K
B
23
B 37
16 B 36
B
K
5
6
14 B 45
3 K
8
K
∞ 00 Rh= =40.0 Rh
00 0.0 0 4 1
35 2.4 2 4 1
K
K
K
K
18 B 33
29
K
K
K
7 341
22 B 34
3918
338
72
B 40
K
at
82 B 31 B3 K83 B 31 37 3 4 K 3 9 8 B 333 3340 341 7 B 531 6 B B B 3 334234B5A41651 K 3 8 1 3 B B4 5 B3 B3 451 B 318K 6 5 B 3 28 30 32 B 33 87 34 B 31K K88 B 31
20 K 22 K 24 K 26 K
25
K
K
K K K
78
K
122.9
K
KB
B
K
0 392
K
7
10
Li
K
K
K
20
27 K
12
a sla
K
K
K
4 K B3 19 B 34
00 1300.0
00 Rh=40.0 Rh=∞
14
sstra
be er jst
61
B 27
K dijk
90
n
K
K
K
18K B 34
K
16
10
K
K
A
K
K
571
B4
505
20
22
30
B 39
K
N MO X E K -L N n K ove M hthAL c A K K
K
K
K
K
K
K
K
A 27
18
K an Bo
26
B2
9 390
K
K
5 A 27 K 4 K A 69
K
K 23
Bastia
88
B 26
11
K
773
38
25
K
1 D-V
K
2
6 A 57
15 21 13 B 34
59
K
K
17
K
19 B 33
1
19
64 B 44
K
B
14
B 38
K
K
K
A 27
21
K
K
K
K
K
123. Rh= 0 Rh= ∞ R ∞ h = 4 0.00 0
K
K K
K
K
K
3 A 27
21F
K
K
K
643
K
K
K
00
K
A
K
K
K
K
0 40. = h R =∞ Rh
.00 0
K
10 0
N
06 B 40
K
K
67
33
1 400
61
B 39
B 41
K
B
K
6 385
K
K
K
K K
21D
K
K
21A-
37
95
B 29
40
35
K
K
79 B 31
21E
K
2 A 64478 A
B
03
B 40
B
7 257
K
K
K
9
K
K
K
K
K
61 B 31
45
K
0 66 A 60 B 39
K
K
K
K
K
K
K
K
K
K
K
∞ R h= 0 0.
K
K
Bestaande hoogte R=1250.000m
L=9.773m L=12.876m P=-1.0% R=1250.000m
L=12.544m P=0.0%
Hoogte Bestaand
Dwarsprofiel 2-2
- Schaal: 1:200 - Tov as: ALM - Variant 1 - Metrering: 1.230km 1:1. 5
3.15
- Metrering 0.000m tot 122.978m - Horizontale schaal: 1:1000 - Verticale verschalingsfactor: 10x
3.00 1.41 5.10 0.45
12.72 1.50
4.00 1:20
1.50 2.00
1:20 +5.162
5 1:1.
0.45 1:3
1.40
Dwarsprofiel 1-1
- Schaal: 1:200 - Tov as: ALM - Variant 1 - Metrering: 0.350km
GHG=0.1m 0.00m
Lengteprofiel as ALM-N-ACHTHOVEN-VERBINDING-V1
2,5% +5.237 2,5%
5.10 1:20
0.420 0.439
1.50 2,5%
-0.246
Rijbaan 6.00 +1.062
-0.246
1:20
0.420
+1.100
0.768
2,5% +1.175 2,5%
0.125
+1.100
1:1. 5
Rijbaan 6.00 +5.162 +5.124
1.50
0.45 1.50
2,5%
1.50
1:3
2.00 12.68
1320.000
1339.519 1340.000
1350.000
1360.000
1370.000
1380.000
1390.000
1400.000
1410.000
1420.000
7.201
7.201
7.201
7.201
7.201
7.201
7.201
7.201
7.201
7.201
Horizontaal verloop
R=2500.000m P=0.0%
L=92.447m
Bestaande hoogte
+0.988
5 1:1.
Fietspad 3.00
3.00
+5.049
1:20
1:3
Fietspad 3.00
1:1. 5
3.00
5 1:1.
3.20
L=7.552m
Verticaal verloop L=10.026m
L=9.291m L=15.708m R=10.000m L=122.178m
P=0.9% L=22.154m
110.000
120.000
130.000
140.000
150.000
1.175
1.175
1.175
1.175
1.175
L=35.142m R=150.000m
R=2500.000m L=158.940m
L=35.142m R=150.000m
P=0.0% L=29.890m
220.000
1.008
0.769
240.000
230.000
210.000
1.104
0.889
200.000
1.159
190.000
100.000
1.175
1.175
90.000
1.175
180.000
80.000
1.175
1.175
70.000
1.175
metrering = 00m hoogte = 0.988m metrering = 10.026m hoogte = 1.077m
metrering = 32.179m hoogte = 1.175m
metrering = 221.010m hoogte = 0.996m
metrering = 191.120m hoogte = 1.175m
Drooglegging = 1.08
Lengteprofiel as ALM-N-FIETSPAD-V1
170.000
60.000
1.175
GHG=0.1m
1.175
50.000
1.175
0.00m
160.000
40.000
1.175
-5.00m
1.175
30.000
1.174
Ontwerphoogte
20.000
Metrering 1.145
- Metrering 870.000m tot 1422.435m - Horizontale schaal: 1:1000 - Verticale verschalingsfactor: 10x
10.000
Lengteprofiel as ALM-N-LEXMOND-V1
1.077
Achthoven
1.00m
4.00m
3.00m
2.00m
1.00m
metrering = 243.585m hoogte = 0.726m
-1.20%
0.675
1310.000
7.181
-4.00m
0.604
1300.000
7.121
2.00m
+0.00%
0.506
1290.000
7.021
-3.00m
0.506
1280.000
6.881
3.00m
0.494
1270.000
6.701
-2.00m
0.560
1260.000
6.481
4.00m
+0.00%
0.513
1250.000
6.220
740.000
750.000
760.000
770.000
780.000
790.000
1.175
1.175
1.175
1.175
1.175
1.175
1.175
1.175
0.221
0.253
0.347
1.175
1.175
1.175
0.233
0.304
1.175
880.000
870.000
860.000
850.000
840.000
830.000
820.000
810.000
800.000
730.000
1.175
1.175
720.000
1.175
570.000
1.175
710.000
560.000
1.175
1.175
550.000
1.175
700.000
540.000
1.175
1.175
530.000
1.175
690.000
520.000
1.175
1.175
510.000
1.175
680.000
500.000
1.175
1.175
490.000
1.175
670.000
480.000
1.175
1.175
470.000
1.175
660.000
460.000
1.175
1.175
450.000
1.175
650.000
440.000
1.175
1.175
430.000
1.175
640.000
420.000
1.175
1.175
410.000
1.175
630.000
400.000
1.175
1.175
390.000
1.175
620.000
380.000
1.175
1.175
370.000
1.175
610.000
360.000
1.175
1.175
350.000
1.175
600.000
340.000
1.175
1.175
330.000
1.175
590.000
320.000
1.175
1.175
310.000
1.175
580.000
300.000
1.175
1.175
290.000
1.175
230.000
1.175
280.000
220.000
1.175
1.175
210.000
1.175
270.000
200.000
1.175
1.175
190.000
1.175
260.000
180.000
1.175
1.175
170.000
1.175
250.000
160.000
1.175
1.175
150.000
1.175
240.000
140.000
1.175
1.175
130.000
1.166
0.220
L=852.462m
1.175
P=0.0%
0.238
R=5000.000m 1.175
L=341.086m
0.220
0.254
0.288
0.285
0.307
0.331
0.319
0.254
0.097
0.167
0.065
0.120
0.203
0.236
0.218
0.146
-0.481
0.169
0.273
-0.108
-0.379
0.143
0.125
0.241
0.185
-0.397
0.136
0.061
-0.020
0.070
0.195
-0.027
-0.019
0.132
0.226
0.217
0.227
0.376
0.527
0.490
0.488
0.463
0.326
0.276
0.269
0.258
0.268
0.297
0.444
0.420
0.437
0.353
0.312
0.267
0.198
0.155
0.186
0.214
0.256
L=261.619m R=130.000m
0.545
1240.000
5.920
-1.00m
+0.89% +0.89%5.00m
0.494
1230.000
5.582
0.00m
0.542
1220.000
5.232
2.00m
0.429
1210.000
4.882
2.00m
0.434
1200.000
4.533
3.00m
0.360
1190.000
4.223
3.00m
0.362
1180.000
3.994
4.00m
0.514
1170.000
3.845
4.00m
0.382
1160.000
3.776
5.00m
0.481
1150.000
3.770
5.00m
0.322
1140.000
3.770
6.00m
0.375
1130.000
3.770
6.00m
0.358
1120.000
3.770
7.00m
0.451
1110.000
3.757
7.00m
0.393
1100.000
3.671
8.00m
0.356
1090.000
3.505
0.170
L=419.631m
0.392
7.205
7.181
L=75.042m R=40.000m
7.198
7.250
P=3.5%
7.223
L=87.399m
7.217
7.323
6.190
3.959 3.984
3.414
0.595
0.722
0.602
0.549
0.594
0.526
0.612
0.640
L=32.598m
0.867
1:20
0.237
0.45
1.106
4.00
1.170
0.585
0.547
0.478
0.503
0.480
1080.000
3.259
0.134
0.173
0.212
0.207
0.185
120.000
1.138
metrering = 139.242m hoogte = 1.175m
Drooglegging = 1.08
metrering = 115.045m hoogte = 1.116m
10.00m
9.00m 9.00m
8.00m 8.00m
7.00m 7.00m
6.00m 6.00m
-2.00m -2.00m
-3.00m -3.00m
-4.00m -4.00m
-5.00m -5.00m
0.00m
- Metrering 0.000m tot 243.607m - Horizontale schaal: 1:1000 - Verticale verschalingsfactor: 10x
nr. 2.0 1.0 0.1
Vrijgegeven
wijzigingsbeheer document historie
Vrijgegeven Vrijgegeven Opgeleverd voor interne review Projectnummer M0006681 Identificatiecode Versie 2.0 Versiedatum 16-06-2025 Documentstatus Vrijgegeven Formaat A0 Schaal 1:1000 Tekenaar JTR Ontwerpleider BDO Projectleider EBR EBR
Afdeling IW-I-IW-WM Postbus 2855 3500 GW Utrecht
M0006681 WGN
datum 16-06-2025 09-05-2025 06-05-2025
Gemeente Vijfheerenlanden Haalbaarheidsonderzoek randweg Lexmond Schetsontwerp
Lengteprofielen Variant 1 Blad 02 van 02
L=14.398m
SO LP 02
tek. JTR JTR JTR C:\Users\trabkj\Movares\MN-PRJ - Lexmond Randweg - M0004769 - General\3. Werkmap\3. Schetsontwerpen\Tekeningen\DWG\AutoCAD\02_Layout\M006681-WGN-SO-SIT-LEXMOND-V1_v2.0.dwg
3.00
1.100
5 1:3
0.698
1:1.
0.900
0.490
1:1. 5
-0.150
-0.245
0.438
1070.000
2.960
8.00m
0.391 0.442
Hoogte Bestaand 0.400 0.326
0.434
0.431
1060.000
2.660
9.00m
-0.217
1.00m 0.469
1050.000
2.361
9.00m
-0.159
1.00m 0.491
1040.000
2.061
10.00m
0.565
2.00m 0.414
1030.000
1.761
L=24.197m
0.723
2.00m 0.207
P=0.5%
1.095
3.00m L=40.572m
4.920
3.00m L=128.624m
5.049
4.00m L=43.700m
5.046
4.00m L=37.459m R=1250.000m
5.162
5.00m P=0.0%
5.237
5.00m R=1250.000m
5.168
6.00m P=3.0%
4.292
6.00m -0.416
L=104.969m R=200.000m
4.962
7.00m 0.128
L=49.142m
0.342
L=37.459m
0.370
L=341.086m
1.096
7.00m 0.388
L=852.462m
0.384
R=1250.000m
0.393
1020.000
1.495
L=30.895m R=40.000m
0.723
8.00m 0.177
110.000
1.092
-1.00m
0.410
1010.000
1.309
0.130
100.000
1.044
GHG=0.1m
0.565
9.00m 0.389
1000.000
1.203
0.109
90.000
0.995
1.00m
-0.152
10.00m 0.419
Verticaal verloop
0.489
P=0.0%
0.488
0.503
990.000
1.175
80.000
0.947
+0.00%
-0.094
metrering = 122.978m hoogte = 7.201m
0.479
70.000
0.898
+0.48%
0.544 0.456
L=28.134m R=40.000m 120.000
0.00m
7.201
110.000
0.117
L=115.045m
7.201
980.000
1.175
Verticaal verloop
4.269
L=87.292m 0.525
60.000
0.850
2.00m
metrering = 108.580m hoogte = 7.201m
0.051
50.000
0.802
3.00m
100.000
970.000
1.175
0.168
40.000
0.753
4.00m
6.608
P=-0.2% 0.532
Fietspad verbinding
0.094
0.103
0.134
30.000
0.705
+0.48%
7.230
+0.00%
metrering = 96.036m hoogte = 7.264m
Horizontaal verloop
90.000
960.000 963.166
1.175 1.175
-5.00m
7.325
950.000
1.175
-4.00m
0.486 0.479
940.000
1.175
10.00m
Drooglegging = 1.08
0.126
0.104
0.104
0.072
20.000
0.656
metrering = 00m hoogte = 0.560m 5.00m
7.441
L=73.386m 80.000
930.000
1.175
-3.00m
7.437
Verticaal verloop 7.421
0.479
0.461
920.000
1.175
-2.00m
7.464
8.00m
-0.22%-1.00% -1.00% +0.00%
metrering = 73.386m hoogte = 7.453m metrering = 83.160m hoogte = 7.393m
9.00m
70.000
60.000
10.00m
7.461
7.483
-0.22%
7.462
7.486
0.466
0.462
910.000
1.175
-1.00m
50.000
40.000
0.440
900.000
1.175
GHG=0.1m
7.505
7.527
30.000
0.436
1.00m
7.503
Horizontaal verloop
7.514
7.549
20.000
890.000
1.175
0.058
10.000
0.00m
7.561
Ontwerphoogte 7.571
Metrering 0.337
0.00m
7.595
Bestaande hoogte
10.000
Ontwerphoogte
7.594
Metrering 880.000
L=2.717m
1.175
Bestaande hoogte
0.347
0.608
Ontwerphoogte
0.210
Metrering
7.580
metrering = 00m hoogte = 7.616m
Horizontaal verloop
10.00m
5.00m
4.00m
3.00m
2.00m
1.00m
0.00m
-1.00m
Lengteprofiel as ALM-N-LEXMOND-V1
- Metrering 0.000m tot 890.000m - Horizontale schaal: 1:1000 - Verticale verschalingsfactor: 10x
1.00m
5.00m
-1.20%
X-ref lijst X-B-BGT-Lexmond_001 X-B-LFO-Lexmond_001 X-N-ALM-Lexmond-V1_001 X-N-ARC-Lexmond-Variant 1_001 X-B-KAD-Lexmond_001 X-N-DWM-Lexmond-Variant 1_001 X-N-RCM-Lexmond-Variant 1_001 X-N-ALG-Projectgrens-Lexmond-Variant 1_001
L=47.897m
L=26.146m
R=2500.000m P=-1.2%
L=22.575m
Opmerkingen - Maten in meters tenzij anders vermeld; - Hoogtemaatvoering in meters t.o.v. N.A.P.; - Coördinaten in meters volgens RD-stelsel.
K
K
K
86 K
K
84
8082A
K
78 K
K
76
115
74
K
109
72
66 -6 8
70
107
95
58
K
K
10 1
K
10 310 5
93
K
K
K
99
K
K
K
K 14
K
De N K es
K
K
K K
K
KK
K
K
K
K
K
K
K K
K
K
K
K
K K
K
B
0 360
01
31
B 35
B 36
1a
K
B 44
95
K K
4
K
K
25
5 B 4K1 27 B 42 K
26 B 42
B 42
K
K
K
K
K
K
KK
K
K
K
K
Opmerkingen
224
B4
73
K
B 42
1
- Maten in meters tenzij anders vermeld; - Hoogtemaatvoering in meters t.o.v. N.A.P.; - Coördinaten in meters volgens RD-stelsel.
K
K K
K K
30 B 42 K
24 B 44
K
80
3
K
K
K
K
9 359
31
20 B 35
43
K
K
27
41
K
K
K K
K K
K
K
K
K
K
K K
K
K
5 A 61
K
K
K
K
K
K
K
K
K
6
A 68
K
K
K
K
K
K K
K
K
K
K
K
K
K
g we ns ole
K
2 B 62
9
K
K
5
A 68 K
K
K
K
K
K
2 A 25
K
ijks Oud
K
K
00
2
K
0.0
K
M-
K
N-
K
LE
XM
9
B 82
K
-V 1
K
K
ON D
Lakerveld
0
AL
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Afdeling IW-I-IW-WM Postbus 2855 3500 GW Utrecht
datum 16-06-2025 09-05-2025 06-05-2025
Gemeente Vijfheerenlanden Haalbaarheidsonderzoek randweg Lexmond Schetsontwerp Situatietekening Variant 1 Blad 01 van 02
M0006681
WGN
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SIT
01
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wijzigingsbeheer document historie datum Vrijgegeven 16-06-2025 Vrijgegeven 09-05-2025 Opgeleverd voor interne review 06-05-2025 Projectnummer M0006681 Gemeente Vijfheerenlanden Identificatiecode Versie 2.0 Haalbaarheidsonderzoek randweg Lexmond Versiedatum 16-06-2025 Schetsontwerp Documentstatus Vrijgegeven Formaat A0 Situatietekening Schaal 1:1000 Variant 1 Tekenaar JTR Ontwerpleider BDO Blad 01 van 02 Projectleider EBR Vrijgegeven
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Afdeling IW-I-IW-WM Postbus 2855 3500 GW Utrecht
M0006681
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