overzichtstekening 3.pdf
Tekst van het document
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
bermbeton, structuur nader te bepalen
26
P
P
1
P
P
BLAD5 BLAD6
A
P
P
P
A
P
P P
P P
P
0.60
P
7 +1 5.3
6 +1 5.3
+1 5.1 7
5 +1
0.80
3.00
0.60
4.50
0.60
5
1.50
C
3.00
10.20
+1
3
5.6
5.6
+1
P 5.7
0
5.7
+1 5.7 1
+1
+1 5.3
P 5 +1
7
P
5.7
5
Ideaal profiel
+1
5.7 +1
+1
+1 5
5.3
P
8
.42
P
N
5.7
4 +1 5.7
9
7 5.3 +1
P
P +1 5.3
P
29
2
+1 6
P P
D
0
P
+1 5.3
+1
5.1
8
+1 5.3 4
P
P
9
+1
9 +1 5.2
+1
Schaal: 1:50
Toepassen haag, enkele rij, hoogte: 1,0m, type: nader te bepalen
P
8
+1 9 +1 5.3
5 5.2
5
+15 . +15 64 .69 +15 .58
30 5. 34 8 +1 15. 5.3 + +1
P
5.1
*B:
5.6
8 +1 5.3
7 5.1 +1
P
+1
Principe profiel; Normaal
Toepassen geleiderail van hout, geschikt voor motorrijders. Berm voorzien van bermbeton, structuur nader te bepalen
2
P
P
D
*A:
Schaal: 1:50
7 +1 5.5
+1 5.3 8 +1 5.0 9
9
P
Principe profiel; Minimaal
+1 5.5
+1 5.4 1
P
+1 5.0 2
3 +1
+1
+1 5.0
P
4
P
5.0
4.9 8
P +1 4.8
0.60 9.50
+1 5.0 7
4 +1 4.9 0
30
+1 5.0
P
4.50
5.4
9 +1 5.1
4.8 6 +1 4.9 9
+1
4.7 9 +1
Bestaande watergang verondiepen
5.4
9
5.0 4 +1 .91
P
P
P
0.60
P
P
+1 4
4.9 3 +1
P
5.2
+1 5.3 1
+1 4.8 4
4.8 7 +1
4.8
4
P
+1
P
+1
+1 5.3 4
+1
+1
2
7
+14P +14.8.85 9 + P 14.93
+1
4.6 9
P
6
+15.3
+15.1
+1 4.9 6
0
P
4.8
0 4.8
9 4.7 +1
P +15.3
+1 5.1 5
7 4.9 +1
+1
4.6 9 +1 4.7 3
P
+1
+1 4.5 0
+1 5.2 8
+1 5.1 7
4.9 2
+1 5.0 5
+1 +1
P
P
31
P
+1 5.2 5
+1 5.1 9
1 5.1
5
+1 4.6 0
P
+1 4.6 4
+1 4.5 1
+1
P
+1 4.6 2
4.4 7 +1
+1 4.3 4
4.2 6
P
+1 4.5 4
+14.52 +14.56 +14.60
P
2
+1 5.0
+1 4.9 7
+1 4.8 4
.4 1
+15.05
P
+1 5.1 4
+1 5.1 2
+1 5.0 8
1 5.0 +1
3.00 +143.50
+1
P
P
+1 4.1 6
4 3.9 +1
P
+1 3.6
5 3.7
+15.13
P
+1
P
4.6 8
7 +1 4.9
5.70
5 4.50 7 4.2
9 +1 4.0
0
P +15.09
4.9
+1 4.0 1
+1 4.1 3
0.60
P
+1 3.8
P
+1
+1
+1
4.7 6
4.8 7
+1
+1 4.9 7
+1 4.9 2 1 +1 4.4 +1 3.5 4
8 +1 3.8
3.7 4 +1
4.9 7
+1 4.8 6 +1 4.1 2
6 +1 3.8
8 +1 3.7
P
P
P
P
C
P
+1 4.0 5
+1 3.8
+1 3.9 1
+1 3.7 8 +1 3.6 6
+1 3.8
2
7 +1 3.9
4 3.8 +1
+1 3.6 9 +1 3.5 9
P
+14.06 +14.02 +13.98 P
P
9
.78 +1 4
4.6 5 +1
+1 4.1 3
+1 3.7 8 5
+14.81
P
P
P
+1 4.8 6
+1 4.8 4
0 +1 4.8
+1 4.7 1 +1 3.4 4
+1 3.6
P
P +14.83 +14.88 +1 4.8 5
8 2 +1 4.6
P
+1 3.7 5
P
B
P
+1 4.6
4.6 6 +1
1
+1 3.5
+1 3.4 9
P
+1 3.6 0
+1 3.6 4
6 +1 3.5
5 +1 3.5
P
+1 3.7 8
5 +1 3.6
+1 3 .6 4
4 3.6 +1
P
P
P
+1 4.5 1
2 +1 3.5
P
+13.72 +13.68 +13.64
+1 3.5 5
3.5 4 +1
P
+1 4.6 3
+1 4.5 5
4.4 9 +1
P
+1 3.6 3
0 +1 3 .6 2 13 .5
+14.47
P
P
2.0+0
+14.57
5 +1 3.6
+1 3.6 8
6 3.6 +1 9
P
P
+1 4.3 1
4.5 0
+1 4.4 4
P
+1 3.5
P
+1
4.5 0 +1 4.3 3 +1
3.50
3.8 +1 5 +1 3.6
9
P
P +14.52 +1 4.5 2
7 +1 4.4 9
3
+1 4.4 3
+1 3.3 8
P
+1 3.5
+1 3 .5 8
+1 3.5 7
P
P
+1 4.3
.39 .37 +1 4
+1 3.6 5
+1 3.7 3.6 4 +1
+1 3.6 5
+1 3.6 6
P
32
P
1
+13.78 +13.74 +13.70
P
+1 4
+1 4.4 0
4.4 0 +1
P
+1 3.7 1
+1 3.7 2
+1
8 3.6 +1
+1 4.3 1
P
+1 3.7 1
+1 3.3 9
+1 3.8 0 4 3.7
7 3.7 +1 0 +1
3.7
+1 3.7 1
P
P
+14.38
+1 4.3 6
4.3 0 +1
4.2 5 +1
3 +1
+1 8 3.7 +1
P
P
+14.32
P
3.8
6 3.8
9 3.8
P
+1 4.2 8
4.2 9 +1
+1
+1 4.1 5
+1 4
P
+1 8 +1 3.7
P
4.3 0
.30
.00
+1 3.8 6
+1 3.8 6
+1 3.7 7
+1 4
4.2 4 +1
+1 4
.20
P
P +14.30
1.50
P
+1 4.1 0
.22
P
+1 4
.24 +1 4
P
+1 3.9 2
B
P
+1 3.6 3
P
+1 3.5 7
P
*B
*A
5
+1 5.8
6
9
0
P
+1
5.8
+1 5.6 9
5.4 8
P
+1
P
8
5.6 9 +1
0 5.4
P
+1
P +1 5.9
+1
+1
5 5.6 61 +1 +15. 5.57 +1
P
P
+1 5.8
P
0 5.8
3
P
+1
+1
5.7
0
P
P
+1 5.8
+1
P
P
P
+1 5.8
5.4 5
P
5
P
P
+1 5.5 2
P
+1
5.4 1
P
6
P
P
P
E
9
0
vb
5.5
8 5.3
P
P
P
+1 5.8
+1 5
P
P
+15 +15 .83 +15 .90 .83 +1 5.8
5
.51
P
P
E
+1 5.7
P
+1 5
+1 5.7
.51
P
P
9
+1 5.7
0 5.3 +1
+1 5.8
7
P
P
P
P
5
+1 5.7
6 +1
5.3
P
+1 5.8 1
P P
5.8
2
P 4
rn s
+15 .8 15a.t 1 91 5.8
7
t+ra
P
6 +1 6.0
WB
7
rb
+1 6.0
+1
5.7 4
Redcueren snelheid en benadrukken gelijkwaardige kruising middels aanbrengen druppelmarkering P
AN
0.60
6
P +1
3.00
.96
+16 .0 +15 3 .98
P
+1
5.6 +1
P
P
6.1
1
P
3
P
P
5.8 4
P
P
P
P
+1
P
P
P +1 +1 6.16 +16 6.12 .08
+1
+1
6.0
6.1 0
0
0 3.0
P
P
P
+15
raa t
+1 6.0 1
0
P
rns est
vb
P
G
8 5.9 +1
+1 5.9 9 +1
5.6 +1
P
5.9 9
+1 +1
5.9 7
1
8 5.9
3 5.8 +1
+1
we g te os
P
Dr
>2.50
Er wordt aangesloten op afwijkend wegprofiel
Bo
+1
0 6.0
9 5.8 +1
+1 0 5.7
0 +1 5.6
P
P
vb
P
5.7+1 06 4.5 .05 0
+1
+1
5.8 4
2 5.7 +1
P
P
P
P
P
P
vb
0.60 >11.20
Schaal: 1:50
0.6 0
6.0
2 6.0
5 5.9
5.8 4
P vb
0.6
P
P
+1
4
P
+1
5.7
3
vb
+1 6.0
+1 5.9 4
3 5.8 +1
P
P
P
P
Aansluiting dient nader ontworpen te worden
4.50
Principe profiel; Ideaal
P
P
+1
P
5.9
P
P
P
G
P rb
6
+1
+1
+1
+1
0
5.8
2 5.7
P
P
0
9 5.8 5 +1 15.85.81 + +1
P
P
6.0
9 5.9
5
5.8
7 5.7
+1
P
+1
P
P
+15 .88
2
+1
5.8
2
es
+1
P
+1
P
28
vb
+1 5.9
+1 5.6 1
P
P
F
P
+1 5.8
Bo
+1
5.6 6
.55 +1 5
P
P
5.8 1
P
P
P
Kleinere boogstraal (R=8) vanwege behoud boom
+1
+1 5.8
3 5.7 +1
5.6 2
P
+1
P
2
P
P
F
P
P
P P
LEGENDA
P
P
H
P
P
P P
P
P
P
H
P
P P
Bestaande bebouwing
P
23
P
P
P
P
P
BLAD 05: BORNSESTRAAT
Tracé toekomstige rijbaan (nieuwe deklaag)
P
Schaal 1:500
Tracé toekomstige rijbaan (nieuwe constructie)
P
P
P
P
P
P
P
P
P
Tracé toekomstig fietspad Type: in het werk gestort beton, laagdikte: 180mm
P
P
P
P
J
P
P
2A-2
P
P
P
P
P
P
C
P
P
Accentuering veiligheid toekomstig fietspad, ter plaatse van oversteken Type: thermoflex coating
P
P
P
P
Grasbetonverharding (n.t.b.) P
P
P
P
P
P
P
P
P
P
Bermgras
P
P
1
P
P
P
P
P
heester / haag
P
*C PP
P
P
P
P
P
Bermgras voorzien van haag
P
K
P
P
P
+1 3.6 1
P
K
J
P
Profileren / herinrichten huidige watergang 4
P
P
3.6 +1
P
P
P
Houten geleiderail
PP
P
g Westerikwe
P
P
P
P
P
P
+1 3.7 0
0
P 3
P
2.50
Toekomstige duikers, incl. putschacht, materialisatie en diameter
P
.10
P P 5
P
+1
4
4.0
6 +1
+1
3.9
5 3.8
P
+1
7
7 +1 4.2
.11
3 4.5
P 8
+13.80+13.67
N
4.5
.51
8
P
+1
P
9
P +1
P
4 4.5
P
40
50m
1:500
1.2 11-07-2025
Concept DO
BLE
KBO
KBO
1.1 26-05-2025
Concept DO
BLE
KBO
KBO
1.0 14-02-2025
Definitief VO
BLE
KBO
KBO
0.3 10-02-2025
Opmerkingen werkgroep
BLE
KBO
KBO
0.2 24-01-2025
Opmerkingen gemeente verwerkt
BTE
KBO
KBO
0.1 17-12-2024
Eerste uitgifte
BLE
KBO
KBO
Nr: Datum:
Omschrijving
Getek. Contr. Geaut.
2
9 4.2
0
+1 5
+1
4.2
5
+1
4.1 +1
P 0 +1
4
P
+1 3.6
8
6
+1 3.7
7 +1 3.7 +1 3.7 0
P
Unihorn bv Postbus 58 1633 ZH Avenhorn info@unihorn.nl unihorn.nl
3.8
3 3.8
6 3.8 +1 3.7 8 +1
+1
3.7 1
P
4.3
0 +1 0 4.0 +1
9 3.8 +1 .78 +1 3
.77 +1 3
P
4.3
4 +1 4.2 6 3.8 +1
6 3.8 +1
3.8
+1 3.7 7
+1
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
Bestaande watergang verondiepen
P
P
Q
Vestiging Oldenzaal Kelvinstraat 1 7575 AS Oldenzaal 0541-584111
Opdrachtgever :
NOABERKRACHT DINKELLAND - TUBBERGEN
Project :
FIETSPAD BORNSESTRAAT
Onderwerp :
SITUATIE DEFINITIEF ONTWERP (DO) NIEUW FIETSPAD LANGS BORNSESTRAAT
Projectnummer:
Tekeningnummer:
P P
P
R
P
P
P
P
P
P
P
P
Besteknummer:
Schaal:
Formaat:
Blad:
Van:
Documenttype:
Status:
-
1:500
841x1.260
03
04
TEKENING
CONCEPT
BLAD 06: BORNSESTRAAT
3905-240428-01 2D-SIT-20001
Schaal 1:500
Getekend door:
Gecontroleerd door:
Geautoriseerd door:
Eerste uitgifte:
Documentnummer:
B. LEFERNK
K. BOONK
K. BOONK
27-11-2024
240428-01-2D-SIT-20001
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
P
+1
0 4.2 +1 2 3.9
4
+1 3 3.8 +1
7
P
3.7
+1
.90
2 3.9 +1
3.8 5 +1
P
Alles wordt teruggeplaatst (houten hekwerk en poort)
P
P
30
P
4.2
4 4.1
+1
4.0
P
P +1
4.2
4
+13.98 +13.94 +13.90
+1
+1 4 8
+14.18
+1
P
+14.27
4
+1 3.6 4 +1
3.9 3 +1 +1 3.8 7
P
.27
3 4.2
4.2 0 +1 1
3.9 3 +1 +1 3.8 6
+1
4 3.8 +1
+1
+1 1 3.9
7 3.8 +1
4.0
8 3.9
6 3.9 +1
P
P
P
+14.21
+1
+1
+1 4 .16 +1 4
P
P
P
4.2 0
.21
3 +1 9 4.0 +1
+1 1 3.9 +1
2 3.8 +1
4.2
4 +1 4.2 3.8 3
P
P
+1 3.6
P
+1 4
4.2 0 +1 2
8
3.8
+1
.78 +1 3
P
P
.16
9 4.1
3.9
3 +1
.83 +1 3 4
3.7
+1
+13.98 +13.94 +13.90
3.9
.89 +1 3 1
3.8 +1
P
P
+1
+1
+1
4.1
4.1
0
5
+14.23 +14.14
+1
+1
4.2
4.2
4
1
2 +1
.93 13
0.60+
3.8 6
1.50
+14.18
P
P
2.00
P
P
+1 0
P
P
P
P
P
31/NABY
20
P
0.60
5.70 4.50 +14.1
4.2 2 +1
3.00
P
3.8
Q
10
+1
9 4.3 +1
.19
3.5 6 7 3.8 +1
3.8 3 +1
3.8 7
P
P
+1 4
4.2 0 +1 5 3.9 +1
3.8 9 +1
3.9 3 +1
9
2 4.5 +1 7 4.3 +1
1 4.2 4.1 +1
5 3.8 +1
P
P
+1 3.8 0
P
+1 7
+1 4.0 5 +1
1 3.9 +1
P
P
P
+1
+1
+1
4.4 9 +1 4 +1
3 4.2
4.2 0 +1
5 3.7 +1
4.5
2
4.6
6 4.6 +1 3.7
8 4.0 +1
P
P
33
P
P
P
Rand fietspad op rand huidige rijbaan
Rijbaan uitbuigen t.b.v. meer ruimte voor fietspad t.h.v. woningen
8 4.4 +1
P
P
P
4.6
2 3 4.6 +1
3 4.4 +1 .12
7 4.0
+1
+1
P
+1 4
.12
+1 4
3.7 0
9 3.6 +1
+1
+1 4
9 4.5 +1 9 4.3
+1
+14.00 +14.06 +14.0 +13.780 +13.7 +13.704 P
.15 0 4.1 +1
P
4.7
.71
8 +1 4.6
3 4.5 +1 4
P
7
+1
3
3.6
0 4.2 +1
7 3.9 +1
P
P
+1
+1 9 4.1 +1 +1
3.4
5
P
5
+1
+1
0
P
4.1
.1
8 3.3 +1
2.00
4.7 0
2 +1 4.6
4.4
8 +1 4.3
0.84 0
+1 4 .15
1.50
P
P
P
Gekozen voor krapprofiel ideaal profiel is mogelijk maar zal rijbaan verder naar het noorden verschuiven
P
P
+1 4
7
3.7 +1
P
7
+1
+1
4.0 1 +1
.19
P
35
4.5 5
6 4.4
1 4.4
P
+1 4 +1
3.7
6
+1
P
P
34
+1
9 3.8
P
+1 4.7
0 4.6 +1
4.5 +1
P 7
4.1
7 4.0
.53 +1 3
P
+1
4 4.2 +1
4.2 +1
3.9 6
+1
+1 .19 +1 4
0
+1 +1
P
31
P
PVC ∅300
P
0
+1 6
+1 3 4.5 +1
4.4 7
3
3.9
+1
4.2
4
+1
.12
+1 4
4.0
2
P
P +1
4.6
7 4.5 +1
4.4 9 +1
P
4.6 4
+1
+1
4.4 9 +1
8 4.3
+1
5
P
Maatvoering in meters Hoogtematen in meters t.o.v. N.A.P. Materiaalmaten in millimeters
P
0 4.6
2 4.5 +1 2 4.4 +1
+14.28 +14.34 +14 +14.2.268 +14.2 +14.182
2 4.2 +1
P
4.0 +1
P
3.9
P
4.1
.21
4 4.1 +1 9
P
P
6
P
P +1
4.7 4
+1
4.4 6
3 4.2 +1
P
+1 4
+1 8 4.0 +1
+1
0 4.3 +1 +1 3
4 4.2
8 4.1 +1
4.5
2 4.5 +1 .71
7
+1
4.1 +1
4.3 8 +1
4.1 +1
P
4.1
9
BR
8
P
+1 4.4 3
4.0 6
+1
+1 4.0 9 4.0
P
7
.16 +1 4
5
P
+1
P
P
+1 4.2 7
+1
+1
4.3
6
5 +1 6 4.0 +1
9 4.1 +1
3.7 6
P
+1
P
4.2
3 4.1
.14 +1 4
.11 +1 4
C ?? ∅200 ?
+1 4
P
+1
7 3.7
P
+1 8
4.1
+1
3.7 1
4.4 4
+1 4
+1
3
4.0
+1
2
4.1
+1
7
4.0
+1
.31
0 4.2
4.0 8 +1
+1 3.5 5
4 4.1 +1 3 3.4
+1
+1
P
P
4.5
+1 4.4 8
6 +1
4.3
4.2 4 +1
+1 1 3.9 +1
6 4.0 +1 5 4.0 +1
P
+13.98
BLAD5 BLAD6
+1
P
P
P
+14.10 +14.1 P 6 +14 +14.0.10 +14 8 +14.0.04 0 + + 13.90 +1133..72P5 0 PV
In respectievelijke volgorde: bestaande hoogtes / nieuwe hoogtes en bestaande als nieuwe hoogtes
+1
+1 4
+1 4.0 9
1 3.9 +1
3 3.5 +1 9 4.0 +1
6 3.3 +1
.40
7 4.2
0 4.1 +1
+1 +1 3
.01
+1 4.0 2
2
P P
P
37
P
P
+1 4
+1 4.0 7
+1 7 3.9
.85
+10.8 3.6 0 7
3.9 7
9 3.9 +1
+1
2.9
P
Locatie inritten landbouwperceel: gras / bss / asfalt
P
+1 4
3.9 8
P
+1 4.4 2
P
+1 1 4.0 +1
+1
+1
+1 4.2
0 4.1
.99
36
3.9
3 3.8
3.8 6 +1
P 4
+1
+1
3.8
2.00 +
0
3.9 1
13
+1 3.8 8
7 3.7 +1 3.6 9 +1
4 3.9
3.8 6
+1
Wenstracé NUTS
9
P
+1
+1 3 3.8
+1 3.7 5 +1
+1
3.9 6
+1
3.9
0 3.9
9 3.8 +1 1 3.8 +1
3.8
3.9 8
+1
5
P P
1 2.00 .50
P
P
33A
+1
P
33-
N
Locatie inritten particulier: asfalt / bss / sbs / halfverharding
P
P P
es .
P
P
2.7 0
de
P
+1
va n
6
+1
+1
7 3.7 +1
2.6
P
+1
P
kw
P
+1
1
3.2 5
+13.8 0 +13.8 6 +1 +133.7.80 +13 8 +13.7.74 0 + + 13.6 +1132P..1600 0 P
4 3.9 +1 6 3.5 +1
P
P
38 er
Worteldoek (t.p.v. strook nieuwe aanplant bomen)
3.9
4 3.9 3.9 0 +1
+1
P
3.9
3.9 9
4 3.6 +1
+1
P
P
3.7 9
9
3.7
PVC P ∅30 0
+1
+1
6 +1 3.8 1 3.5
3 3.6 +1
3 3.4 +1
+1
+1
7 +1
+1
3.9 2
3 3.9 +1
3.8
4 3.8
2
3.8
+1
3.9 +1 3.6 1 +1
P
V Wa olge ar ns sc b hij ew nli on jk er op z 1.5 it h m ier on e de en r st kee ra rw at an we d rk tb v
M
.99
+1 0 4.0
9 +1
+1
2
315m m
I
+1 3.6 5
3.5 9 +1
3.9
2 2.9
5
3.8
+1 +1 3.6 9
3.7 3 +1
I
+1 3
4.0 2
7 4.0 +1
8 3.7 +1
BPet I ∅30 on 0
P
v
PPb ø
P
Aanleg nieuwe duiker onder fietspad i.c.m. gootconstructie waarmee watergangen worden verbonden waardoor hagen/beplanting behouden worden. Tracé rekening houdend met aanwezige keerwand t.b.v. kwelwater Es
I
+1 3.8 1
+1 3.8 7
2.6 +1
+1 3.5 3
Elektriciteitskast
P P
P
1
PP ∅315mm
Huidige bomen kappen en stronk verwijderen
+1 4
5 3.3 +1
+1 3.8 6
4
3.6 7
3.3 +1
P
P P
PP ø 315m m
+1
1
+1 3.0 2
3.0 3
P
+1
3.0 8 +1
+1 3.8 2
+1
3.00
3.0 +1
2.7 +1
P
I
P P
3.8 1
+1
I
I
Huidige duikers, incl. materialisatie en diameter
P
7 3.1 +1
7 3.8
0 3.8 +1
Bet ∅30 on P 0 2
P
0.80
.85 +1 3 +1 2.9 5
9 3.8 +1 0 2.5 +1
P
Toepassen vlakke grasbetontegels
Beton ∅300
P
.8
+1 3
3.9 2 8
3.4
+1
+13.5 0 +13.5 6 +1 +133.4.50 +13 8 +13.4.44 0 P
m
L
0.50
Huidige bomen / nieuw aan te planten bomen Aanleg nieuwe duiker onder rijbaan i.c.m. gootconstructie waarmee watergangen worden verbonden waardoor hagen/beplanting behouden worden. Tracé rekening houdend met aanwezige keerwand t.b.v. kwelwater Es
P P
+1
3.8 2 +1 2 3.4 +1
315m
*C:
Telling beoogde aankoop perceelsgrenzen
Schaal: 1:50
+1
+1
PP ø 7 125m m
3.8 7
1
PP ø
P
P
P
BLAD7 BLAD6
0.50
Principe profiel; Binnen de bebouwde kom Dulder
Rijbaan uitbuigen ten behoeve van extra ruimte voor het fietspad ter hoogte van de woningen. Hierbij wordt de rijbaan circa 2 meter naar het noorden verplaatst.
P
P
5.50
0.60
2.5 +1
+1
3
+1
0.60
6 3.4
9
3.1
+1
+1 3.9
2 3.7
1
3.4 +1
3.00 +13.04
+1
PP3.18 ø315
+1
P
vb
P
41
Voorstel nieuw inrit buiten kruispunt
P
40
P
5.70 4.50+13.8 7
9 3.7 +1
2.9 6 +1 6 3.2 +1
mm
1 3.2 +1 3.0 1 +1
+1 3.8 5
2
+1
+1 2 3.3 +1
0 3.2 +1
+1 3
2
0
2
Bet ∅30 on 0
+1 +123. .00 +12. 96 92
2.8
.81
3.8
0 3.7
2 2.6 +1 7 3.0
+1
0 3.1 +1 8 2.9 +1
+1 3.8
0 +1
3.8
3.6 3 +1 6 3.5 +1
0 3.1
8 2.9 +1
P
P
+1
+1
+13.7
8
+1
+1
2.8
2.7
1
8
+1 2
+1 2.8 1
8
2.9
+1
0
1.40
10.40
Bet ∅30 on 0
2.5
Beoogde aankoop perceelsgrenzen
19
+1
4 +1
+1
3 3.4 +1 +1
2.9 9 +1 4 2.9 +1
0 2.9
8 2.8
3.8
3.7 3
2 3.6 +1 3.1 +1
3
+1
2 3.0 3 2.9 +1
1 +1 2.9
.91
+1 2
+1 2
.94
0 2.9 +1
P
+13.8
P
elw at
R
P
P
+1
8 6 3.1
9 3.0 +1 0 3.0 +1
3 2.9 +1
+1
+1 +1 3.5 6
3 3.5 +1
1
+1 3.1
2
3.0 +1
4 2.9
8 2.9 +1
4 2.9
+1
+1
42
.b.
+1 2.8 5
2.8 1
+1
3 2.8 +1
3.6
+1 3.6 7
9 4
3.5
+1
8 3.2 +1 .12 +1 3
+1
3.6
9 3.6 +1 6 3.5 +1
4 3.3 +1 7 3.0 +1
+1
+1 8 3.6 +1
9 +1 0 +1 3.4
8 2.9 +1 +1 2.8 7
4 2.8
2 2.8 +1 9 2.7 +1
P
P
85
P
+1
3.5
3.6 2
3.4 8 +1 2.9 0
2.8 7 +1
3.4 9 +1 1 3.0 +1
5 2.6 +1
5 4.2
P
+13.
39 P
N
P
P
+1
+1 3
3.5 5 +1
3.6 5 +1
4
3.6
+1
2
n.t
Huidige perceelsgrenzen
P
3.6 +1
it
P
PVC ∅125
9
P
P
3.1
inr
-26
P
+1
+13.14 +13.10 +13.06 P
P
P
24A
P
P
P
.20
P
P
P
R=79
P
P
P
P
P
M
.27
P
P
P
Bornsestraat
+13.54
P
rb rb
+1
3.6 1
+1
B
P
+1
+1
raat
est orns
+13.65
P
P
P
+13.73
3.00
3.6
5
P
.13 +1313.09 5 + 13.0 + 7 .9 7 1 ++212.2.97 +12
3.7
0 3.7 +1
P
.63 +13 4 .6 +13 5 .5 +13
7
3.6
+1
L
P
P
P
P
P
P P
P
P
.02
P
17
18
19
20
21
22
23
24
25
26
\\nlswdcvfp03.civiel.local\projecten_unihorn$\2024\240428-01 Noaberkracht, G. Tubbergen, Eng. Fietspad Bornsestraat\05 Tekeningen\Autocad\240428-01-2D-SIT-20001.dwg
+1 3.7 0
P
P