overzichtstekening 2.pdf
Tekst van het document
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Tracé variant
26
27
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P
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P
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+13.80+13.67
27
28
P P
Huidige perceelsgrenzen
P P
Beoogde aankoop perceelsgrenzen
28
29
heester / haag
29
30
0.60
P
P
0.60
P
P
0.60
Profileren / herinrichten huidige watergang
Houten geleiderail
Telling beoogde aankoop perceelsgrenzen
P
Beton ∅300
Huidige duikers, incl. materialisatie en diameter
PP ∅315mm
Toekomstige duikers, incl. putschacht, materialisatie en diameter
P
Locatie inritten landbouwperceel: gras / bss / asfalt
30
31
20-20 A
P
1.40
Bermgras
Huidige bomen kappen en stronk verwijderen
In respectievelijke volgorde: bestaande hoogtes / nieuwe hoogtes en bestaande als nieuwe hoogtes
31
32
4.50 0.60
Principe profiel; Minimaal *A:
Schaal: 1:50
4.50 0.60
Principe profiel; Normaal *B:
Schaal: 1:50
4.50
Tracé variant
0.60 >11.20
5.50
Principe profiel; Binnen de bebouwde kom Dulder
Unihorn bv Postbus 58 1633 ZH Avenhorn info@unihorn.nl unihorn.nl
*C:
Maatvoering in meters Hoogtematen in meters t.o.v. N.A.P. Materiaalmaten in millimeters
32
33
9.50 0.80
1.50 3.00
N >2.50
Tracé toekomstig fietspad Type: in het werk gestort beton, laagdikte: 180mm
0.50 2.50
Toepassen vlakke grasbetontegels
Schaal: 1:50
N
Bermgras voorzien van haag 0 10
Wenstracé NUTS
Locatie inritten particulier: asfalt / bss / sbs / halfverharding
Opdrachtgever :
NOABERKRACHT DINKELLAND - TUBBERGEN
Project :
FIETSPAD BORNSESTRAAT
Onderwerp :
SITUATIE DEFINITIEF ONTWERP (DO) NIEUW FIETSPAD LANGS BORNSESTRAAT
Projectnummer: Tekeningnummer:
20 30
33
40 50m
1:500
P
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.
Vestiging Oldenzaal Kelvinstraat 1 7575 AS Oldenzaal 0541-584111
BLAD 04: 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
Besteknummer: Schaal: Formaat: Blad: Van: Documenttype: Status:
1:500 841x1.680 02 04 TEKENING CONCEPT
34
P
Huidige bomen / nieuw aan te planten bomen
Q
Worteldoek (t.p.v. strook nieuwe aanplant bomen)
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1
P
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9
5.0
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9
5
5
2.3
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3.8
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3.9
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9
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3.1
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6
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Hekken en poeren kunnen behouden blijven (afstand tussen poer en fietspad betreft ongeveer 3 meter)
+1
P
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0
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5.5 1
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3.6
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3.6
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3.7
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6
2.0
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2.8
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2
1.8
0
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P 4.4 7
P 4.3 5
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4.5
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P
P
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4.5
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4.4
8
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7
5.2
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5.6 6
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5.5
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7
5.4
+1
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5.2
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+1 5.2
2
4.9
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4.3
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2
4.3
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4.1 4
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7
4.9
+1
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5.1 1
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5.0
+1
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8
5.0
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+1
8
5
3.9
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7
3.6
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3.7 0
+1
1
3.8
+1
6
3.8
+1
3.9 1
+1
4.0 2
+1
3
3.6 7
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3.5 5
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3.8 0
+1
4
1
3.8
+1
9
+1
2.3 7
+1
P
+1
+1
P 4.3
+1
5.1
+1
5.1
P
+1
3
5.1
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3.6 1
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5.4
+1
5.4
+1
4
5.5
+1
6
5
5
4.3
+1
3
5.0
7
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4
3.9
+1
7
3.9
4.0 3
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3
4
4.0
3.8
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9
3.7
+1
+1 4.0 2
3.9 6
+1
+1 3.8 8
3.9 5
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3.9
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+1 3.9
9
3.7
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4
1.8
+1
1
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2
3.4
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17
3
8
4.6
+1
3
3.3
+1
+1
2
5.0
+1
5
5.3
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5.4
+1
5.4
+1
4
5.3
+1
5.2
9
3.9
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1
3.9
+1
9
3.9
+1
8
3.6
+1
6
3.1
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8
3.2
+1
3.7 8
+1
3.0
+1
2
6
2.9 9
+1
3.6 2
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6
9
6
3.7
+1
3.7
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3
3.7
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3.6 7
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3
3.8
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7
3.7
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ster
Hee
4.5
4.4
+1
4
+1 4.4
9
4.1
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1
4.3
9
5.1
+1
+1 5.4 1
+1 5.1 7
4
5.3
+1
0
5.0
+1
5
4.9
2.9 3
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+1
9
4.0
+1
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+1 4
7
3.9
+1
7
3.7
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3.8
+1
3.7
+1
3.7 6
+1
3.8 0
+1
3.8
+1
3.9
+1
0
3.7
+1
3.8
+1
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+1 3
3
3.8
+1
+1 3.7 1
5
3.7
+1
8
3.7
+1
3.7
+1
ster
P
4.5
+1
+1
0
P
P
4.5
7
9
4.3
+1 5.1 0
7
+1 5.1 2
5.0 0
+1
4
P +15.0 0
+1
4.4
+1
+1
+1
4.9 1
+14 +14. .70 +14. 66 62
+1
6
5
4
9
4.0
1
4.3
+1
0
5.1
+1
+15.1
+1 4.4
+1
4.6
+1
3145.69 mm
5
+15.1
8
4.3
3.3 3
P
+1
+1
3
4.5
ø +1
7
5.1
+1
5.1
+1
7
5.0
+1
P
3
9
3.3
4
P
PP
P
+1
5.0
P +1
5.1 0
+1
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+1
7
4.7
+1
0
5.2
+1
+1 5.1 4
5.1 8
+1
2
+1
PP
+1 4.4
8
4.6
+1
9
+1 4.7
2
5
5.3
+1
P
3.6
7
4.7
+1
1
5.3 1
+1
5
3
5.1
+1
BR
+1
7
5.2
5.3 6
+1
5.4
5.3
+1
P
4.8
+1
5.4 1
+1
1
P
+1
5.2 5
+1
+1
9
4.5
+1
P P
4.7
1
1
5.2
+1
0
PP
4.9
1
9
5.0
+1
0
5.0
+1
P
+1
5.1
1
5.1
+1
PP
6
5.2
+1
+1
P
5.4
21 +1 5.5
8
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7
5.0
5
5.0
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+1
0.8 7
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0
3.9
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5.2
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8
3.7 6
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6
4.1
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P
5.4
9
5.4
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8
4.7
P 0
5.1
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21 +5
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6
7.2
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P
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6
3.9
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8
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1
3.9
+1
P
+14 . +15 92 . +15 00 .01
+1
P +1
P
P
+1
8
7
.32
2
4.9
+1
4.3
+1
Perceel 21 (i.o.m. bewoner/eigenaar in dit werk meenemen) Poeren/hekwerk vernieuwen +1
4
3.4
1
4.0
+1
3
3.9 6
4.1
+1
+1
1
4.2
+1
3.5 0
+1
6
4.1
+1
P
+1
P 5.4
+1
5.4
P +1 5
.27
+1 5
+1
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+8
3.0+130 .44 0.80
7 0.60
P
P
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7
5.4
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+1 2
6
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4.2
+1
2
4.2
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.16
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+1 3
.45
+8
+1 3.6
+1 3.9 5
2.5
+1
7
3.9
2.6 7
3.9 6
+1
+1
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+8
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3.8 9
3.8 0
+1
+1
3
3.7
+1
3.6 7
+1
P
+1 5
P +1
2.8 2
2
3.5
+1
3.8 1
+1
4
8
4.1
4.1
+1
+1
4
4.1
+1
+1 4
4.2 4
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1.50 1.00
9
P
P
+1
0
4.6
+1
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+1 5
+1
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+1 3
0
3.9
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3.9 1
+1
0
4.2
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+1 6
3
4.6
+1
3.5
+1 2
4
3.9
+1
8
3.7
+1
9
4.4
+1
0
4.8
+1
9
4.2
+1
1
3.8
+1
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3.6 7
+1
3
3.6
+1
8
3.6
+1
3
3.7
+1
9
3.6
+1
7
3.6
+1
P
P
P P
Aanhalen bestaande duiker vanuit overkant Bornsestraat Hee
24
P
17
P
P ster
P
P
Tuin
Hee
P
P
P
P
te Heeste rp r ut
wa
P
P
P
ster
P
P P
P
P
Perceel 17 (in dit werk meenemen) Poeren en lichtpunten vernieuwen Scheidingsmuren vervangen voor een haag zoals aanwezig is bij huisnummer 15
Hee
BLAD3 BLAD4
16
14
de
P
P
P
P
P
P
P
P
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ster
P
Hee
P
P ster
P
Perceel 21 (op aangeven bewoner/eigenaar watergang laten vervallen en hemelwater oppervlakkig laten afvoeren
P
Hee
5
P
P
9
ster
+15
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P
P
P
P
P
BLAD 03: BORNSESTRAAT P
P
P Tuin
m
P
P
P
P
N P
7
P
P
P Hee
8
P
23
PP
Be ∅3 ton 00+1 4.7
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P P
+15.6
23
P
P
P
P
P
P
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P
Tuin
Tuin hoge lantaarn
PP
15m P m
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P
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P
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P
P
P
P
P
P
P
PP
P
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P
P
P
P
P
P
P
P
P
P
P
15
P
22
BLAD2 BLAD3
Tuin
P
P
P P
22
P
P
P
P P
P
P
+15.5 7 +15.5 0
21
C ? PV 00 ?? ∅3
15
Afwatering bovengronds middels gootconstructie i.c.m. kolken met afvoer naar watergang
+15.5
P
P
P P
P
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P
P
19
P
P
P P
P
P
14 P
P
P
24
P
P
P
P
Reclamebord verplaatsen in overleg met bewoners P
P
P
P
P
P
P
P
P
P
P
P
P
16
+15 +15.4.50 +15.4 6 2
20
P
P
23
P
P
19
P
P
P
P
P
P
P
P
P
I
P
P
P
P P
P P
P
P
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P
BR
P
P
P
R P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
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P
P
P
P
P
13
P
P
P
rb rb
P
P
P
P
P
P
12
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P
P
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18
P
P
P
P
P
P
P
P
P
P
11 P
P
Sto ot P
P
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P
P
P
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P P
P
Beton ∅300
P
P
17
P P
P
P
ps h ek
P
P
P
P
P
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P P
P
P
P
P
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P
P
0
P
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25
Beto n PP øP ∅300 315m m P
+15.5P 1 +15.6 1
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P r er hou ga d ng
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P
P
P
P
P
at
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P
P
P
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P
P
PVC P PP ø ∅300 315mm
P
18
P
P
P
P
P
P
Beton ∅300
P
P
P
P
mm W
P
P
P
17
P
P
b
P
P
AF
P
P
9 P
00 P
P
16
n PVC P Beto ∅125 00 ∅3
P BR
ø8
+14.05 m 5m 31 PP ø +12.50 P +14.05 +14.13
P
P
P
BPT P
ma ns
P
P
25/TR
P
P
8 P P
P
P
B ∅3 eton 00
P
P
P
P P
beek P
0.8
P
+15.03 +14.99 P +14.95 +14.93 +14 .1 +P14 .937
P
P
27 P
mans P
P
71 4. 4 +1 4.6 .63 9 I +1 +14 4.5 .55 +1 +14
P vb
SPtoot
P
P
P
P
+13.75P +12.40 P + 13.85 P +13.97 P +14.03 +14.0 +14.089 +14.0 +P14.004 +13.70 .20 ++1133.7 0P P P
P
P
P
P
P
P
7 P
P
25
P
P
P
6 P
P
P
P
5 P P PVC ∅300 PP ø315m m P P
P Behouden knoteiken (stoofeiken) i.v.m. natuurwaarden en als cultuurelement
P
P P P
P
P
P
P
P
P
Q vb
P
P
Tracé variant
P
P
+15.56
15
P
P
P
P
P
P P vb
P
P
P
P
1 P
P
P vb
P
P
P
P P P
P P
P
P
P P
+15.66
P
P
P P
+13.90 +13.96 +13.9 +13.880 +13.84 +13.80 P P P P
P
+15.66
P
P P
P P
26
P
P
P
P
P
P P
Beton ∅800 P
P
P
2 P
+15.23 +15.19 +15.15 P +15.10 +14.05 +1P 5. 10
P
P P
P
P
P
P
+15.63
P
P
P
P
P
P
+15.69
P
P
P
P
P
P
P
4 vb
P P P
P
P
+15.64
P
19
Be ∅ to PP ø331500mmn
P
P
P P
P
PP ø315 P mm
P
P
+15.30 +15.26 +15.22 +14.95 P +14.05 +14.95
P P
P
P
P P
P
P P
+15.50
P
P
P
P
P
J P
+15.47 P
P
verplaatsen plantenbakken aan beide zijde van huidig inrit
P
+15.54
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P P
P
14
PVC ∅125
P
I
P
3 P
ø80 P 0mm P
m
P
+14.85 +14.81 +14.77 P +14.70 +13.95 +14.70 P
P
P
P
P BT P
P
P
P
dr aiPn ag e
315m
Beton B ∅300 R P
P
P
P
P
P
P
P P
We ila nd
Tracé variant
P
P
C P
+15.28
P
P
M P
P PP ø
+15.32
P
13
20/TRAF
P m P
P vb
W
+15.25
P
P
P
P
+14.75 +14.71 +1P4.67 +14.55 +13.80 +14. 45 P
P
P
P 315m
20
+15.20
P
12
P
P
P
E P
P
P
F P
P
P
P
P
P
P
P
P
P
P
P
P
2 PPPø
P
P
??? +15.26 P
11
PP ø315mm P
P
BR
P
P
P
P
P
P
27-27A
P
P P
P P
P
P
P
L P
+15.26
P
10
P
P
K P
+14.61 +14.57 +14.53 +14.40P +13.6 +14.405
P
9
P
P
+15.16
P
8
P
P
P
P
P
P
7
P
P
D P
P
P
P
P
P
P
P
P
P
+15.21
6
P
P
P
P
P
P
G P
P
P
H P
P
P
N P P
5
P
P
P
P P
B P
4
P
P
P
3
PVC ∅125
P
P
1
2 P
P
A
BLAD3 BLAD4
+1 4.4
1 34
P
P
P
P
A
P
*A
P
B
P
P
3.00
C
Toepassen geleiderail van hout, geschikt voor motorrijders. Berm voorzien van bermbeton, structuur nader te bepalen
P
P
D
P
*B
P
4
E
P
18
F
10.20 Toepassen haag, enkele rij, hoogte: 1,0m, type: nader te bepalen
P
P
G
vvbb
P
Drainage i.c.m. doorspuitvoorziening aansluiten op PP ø315mm
H
P
Schaal 1:500
J
3.00
Principe profiel; Ideaal
Schaal: 1:50
K
P
L
LEGENDA *C
Bestaande bebouwing
Tracé toekomstige rijbaan (nieuwe deklaag)
Tracé toekomstige rijbaan (nieuwe constructie)
M
Accentuering veiligheid toekomstig fietspad, ter plaatse van oversteken Type: thermoflex coating
Grasbetonverharding (n.t.b.) 10.40 0.50