overzichtstekening 4.pdf
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P
P
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N
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A
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A
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P P
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B
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Sp ik
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ek P
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P
P
P
P
PP
P
P
P
P
P
P
P
P
P
Beton ∅300 P
P
P
P
P
P
+1 2
+1 3.6 2
0 3.4 4 2.9
+1
2.9 0 +1
7 +1 2.8
5 .82
+1 2.8
+1 2.8 1 1
+1 2
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+1 2.8 1
+1
2.9 8
3.2 7 4 +1 2.8
3 2.8 +1 +1 2.8 1
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+1 2
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4.2 5 +1
+1
3 .6
+1
7 2 2.8 +1
2.7 9 +1
.65 +1 2
+1 2.8
+1 3.4 9
+1 3.6 4
3.6 +1
+1 3.1 9
BLAD7 BLAD6
P PP ∅315mm
P
P
P
P
Huidige bomen / nieuw aan te planten bomen
P
M
Huidige bomen kappen en stronk verwijderen
P
P
P
P
P
P
P
P
P
Worteldoek (t.p.v. strook nieuwe aanplant bomen)
P
P
P
P
P
P
P
P
P
P
Wenstracé NUTS
P
P
P
P
P
P
P
P
P
P
P
P
P
Locatie inritten particulier: asfalt / bss / sbs / halfverharding
P
P
P
P
P
P
P
Locatie inritten landbouwperceel: gras / bss / asfalt
P
BLAD 07: BORNSESTRAAT +13.98
Schaal 1:500
Maatvoering in meters Hoogtematen in meters t.o.v. N.A.P. Materiaalmaten in millimeters
P *B
*A
N
In respectievelijke volgorde: bestaande hoogtes / nieuwe hoogtes en bestaande als nieuwe hoogtes
+13.80+13.67
0
10
20
30
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.
P
*C
Q
Unihorn bv Postbus 58 1633 ZH Avenhorn info@unihorn.nl unihorn.nl
0.60
R
4.50
0.60
0.80
0.60
3.00
4.50
0.60
1.50
3.00
0.60
4.50
0.60 >11.20
10.20
9.50
Principe profiel; Minimaal
*A:
Schaal: 1:50
Principe profiel; Normaal
Toepassen geleiderail van hout, geschikt voor motorrijders. Berm voorzien van bermbeton, structuur nader te bepalen
*B:
Schaal: 1:50
Toepassen haag, enkele rij, hoogte: 1,0m, type: nader te bepalen
>2.50
1.40
3.00
5.50
0.50
2.50
0.50
Opdrachtgever :
NOABERKRACHT DINKELLAND - TUBBERGEN
Project :
FIETSPAD BORNSESTRAAT
Onderwerp :
SITUATIE DEFINITIEF ONTWERP (DO) NIEUW FIETSPAD LANGS BORNSESTRAAT
Projectnummer:
Tekeningnummer:
10.40
Principe profiel; Ideaal
Principe profiel; Binnen de bebouwde kom Dulder
Schaal: 1:50
Schaal: 1:50
*C:
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
R
Toepassen vlakke grasbetontegels 3905-240428-01 2D-SIT-20001
1
Q
Vestiging Oldenzaal Kelvinstraat 1 7575 AS Oldenzaal 0541-584111
20
21
22
Besteknummer:
Schaal:
Formaat:
Blad:
Van:
Documenttype:
Status:
-
1:500
841x1.260
04
04
TEKENING
CONCEPT
Getekend door:
Gecontroleerd door:
Geautoriseerd door:
Eerste uitgifte:
Documentnummer:
B. LEFERNK
K. BOONK
K. BOONK
27-11-2024
240428-01-2D-SIT-20001
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
P
P
P
P
P
P P
P
P
P
P
P
P P
P
P
P
P
P
P
P
Toekomstige duikers, incl. putschacht, materialisatie en diameter
P
P
P
P
P
P
P
P
P
P
N
.57
Huidige duikers, incl. materialisatie en diameter
P
P
P
P
P
M
Telling beoogde aankoop perceelsgrenzen
P
P
P
P
P
P
P
19
P
P P
P
+1 3
L
P
P
P
Beoogde aankoop perceelsgrenzen
P
P
P
P
P P
P
P
P
P
Huidige perceelsgrenzen
P
P
P
P
P
9A 9-
6
P
P P
Houten geleiderail
P P
P
8
P
P
P
2
P
P
P
P
P
P
P
P
P
P
I
P
3.4 7
Profileren / herinrichten huidige watergang
P
P
P
P
P
P
P
P
P
P
P
P
K
Bermgras voorzien van haag
P
P
P
P
P
P
P
P
ek heester haag b/ e e l e s m Le
P
P
5-5 A
P
P
P
P
P
P
P
P
L
P P
P
P
P
P
P
P
P
P
P
P
P
Bermgras
P
P
J
P
Accentuering veiligheid toekomstig fietspad, ter plaatse van oversteken P Type: thermoflex coating Grasbetonverharding (n.t.b.) P
P
P
P
K
+1
Tracé toekomstig fietspad Type: in het werk gestort beton, laagdikte: 180mm
P
10-10A
P
P
P
P
.57
Tracé toekomstige rijbaan (nieuwe constructie)
P
P
P
P
+1 3.4 3
P
P
P
P
P
Tracé toekomstige rijbaan (nieuwe deklaag)
rs
P
P
P
4
+1
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P
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P
P
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Bestaande bebouwing
23
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P
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5
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P
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Bet 13.58 ∅40 on 0
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LEGENDA
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8 4.2 +1 4 3.8 +1
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4.1 +1 8 4.2 +1
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1 +1 3.9
3.9 3 +1 .93
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4.2
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3.5 9
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5 3.8
2 4.0 9
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4.3
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4.3 6 +1
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4.2 +1 9 4.1
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5.50 +1 4.4 0 6.0 2
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4.3 0
2
4.4
9
9 4.4 +1 7 3.9 +1
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4.0
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3.2 +1
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4.4
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4.4 +1 0
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1 .78 +1 3
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3
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2 4.5 +1
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4.4
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4.1 7 +1
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Zoekerdijk
0
P
P
4.6
P
P
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4.4
4.4
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4.2
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4.0
4 +1
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4.1
15 .39 mm
ø3
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4.5 9
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PP
4 4.4 +1
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+1 4
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7
4.5 +1 4.5 1 +1
6
+1 7
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4.6 1
0 +1 4.6 6 4.5 +1
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5.50+14
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2.50
NOOT: P DE TOEGANGEN TOT DE PERCELEN T.H.V. VARIANT VERLENGEN DUIKER I.C.M. MET HOUTEN GELEIDERAIL DIENEN I.O.M. DE PERCEELEIGENAREN TE WORDEN HERZIEN. P
P
I
+1
P P
I
7
d
P
P
P
P
P
4.3
P
Aanpassen talud WS-sloot
ou
P
P
P
P
P
P
P
+1
P
P
G
P
P
P
P
P
P
P
P
P
P
P
P
Aanpassen talud WS-sloot
Toepassen raster watergang - fietspad - perceel
45
P
be
P
P
P
P
P
P
P
P
P
P
P
37
F
P
P
35
P
P
P
P
P
46
P
Aanplanten nieuwe bomen
P
P
15m m
P
P
e wa ntre te e rg on an de g rh
P
Toepassen verlengen bestaande WS duiker i.c.m. fietspad direct langs rijbaan, incl. voorziening van houten geleiderail en raster rondom de kop van de watergang
P
P
ø3
P
47
I
P
P
P P
P
Bet ∅30 on 0
37A
P
E
ud
P
P
P
I PP
P
R
+13.87 +13.84 +13.81 +13.79
P
P
P
ø3
P
P
P
vb
P
J
P
P
P
P
PVC ∅30 0
Bestaande watergang dempen & onderduikeren
9A
P
P
P
P
39-3
P
m
m 315
ø PP
P
44
P
Bet ∅40 on 0
P
P
P
at Bornsestra
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P
PP
. +122.748 1 + 12.7 +
1.50
?
P
P
P
P
Een krappe boogstraal (R=10) wordt toegepast om de snelheid van fietsers te verlagen en het raakvlak met gronden van derden te minimaliseren.
+1313.140 + 13.1 5 + 13.030 ++12. .0P5 +13
ø
P
PVC P ∅300
PP ø315mm
P
+13.82
P 15mm P ø3
15
+13.50 P +13.46 +13.42
mm
P
P
0 3.0
P
+14.02 +13.95 +13.96 +14.00 +14.04
+13.73 +13.80 +13 .72 +13.73 +13.76 +13.80
vb
9 +133.4 +1 3.4.451 +1 P +13.250 +1123.4 + .25
P
P
PVC ∅300PP P ø315mm
P
0 0.6
P
PP ø315mm P
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BR
P
I
Beton ∅300
I
+13.64 +13.63
60 +13. 70 +13. 71 +13.
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P
P
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I
PVC ∅300
+13.60
P
I
P
P
P
R
P
P
P
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P
P
0 5.7 0 4.5
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P
PVC ∅160 P
PVC ∅125
4 x hwa worden aangesloten op het nieuwe riool / duikers
vb
P
+14.10
P
15mm PPP ø3
2.50 0.50
P
P
D
P
I
I
P
P
PP
P
P
.76 +W13 W
P
PP ø315mm P
I
P
P
H
P
P
0.50
P
+14.32 +14.39 +14.3 4.32 +1 4 +14.38 +14.42 P
PP ø31 P5mm
5.50 6.00
I
P
P
1.20
P
P
PP ø315mm
P
PVC ∅300
P Vl I vlo oei TB er sto fd taI V ich nk te st at ion P
P P
PP ø315mPm
P
48
P
PP ø315mm
P
P
P
P
P
P
P
vb
P
P P
P
vb
P
P
P
+14.58 +14.57 +14.56
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P
P
Bestaande watergang dempen & onderduikeren
P
P
P
P
vb
BR
vb
I
P
I Beto +14n ∅300 .09
P
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vb
P
P
P
P
vb
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P
P
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PP ø315mm
vb
P
P e wa ntre te e rg on an de g rh
Bestaande watergang dempen & onderduikeren
P
P e wa ntre te e rg on an de g r
0
32
P
P
P
P
+14.59
Bornsestraat
P
P
PVC ∅125
I
vb
+14.61
P
P
P
P
P
P
P P
Bornsestraat
+14.54
he k
inrit perceel 10
P
P
P
P
P
G
La nd
P
Aanbrengen bermverharding, vlakke grasbetontegels, 1,2m breed
P
P
P
P
P
P P
40
P P
Verhardingsstrook gaat ten koste van watergangen
P
P
P
P
P
P
P
42
P
P
k
P
Middengeleider voorzien van betonverharding
.56 +13 9 .5 +13 4 P .5 +13 .25 +13 P .58 +11 .43 1 + 2 P 70
P
P
P
be e
0.6
P
P P
P
Bestaand pad aanwezig. Hier worden auto's op geparkeerd.
P
rs
Aanbrengen wegversmalling t.b.v. het afremmen van weggebruikers Er is gekozen voor een fietspad P van 2,5 meter 32 P breed. Een fietspad van 3 meter past niet binnen/TR AF de beschikbare ruimte. Het alternatief zou zijn om het trottoir aan de overzijde van de weg P te versmallen tot circa 1,1 meter.
P
Sp ik ke
P
Bestaande watergang dempen & onderduikeren
34B
P
P .18
P
P
0
P
P
P
P
P
P
Einde demarcatie werkzaamheden
P
P
P
P
P
P
P
P
ls
0.6
34
P
P
P
P
P
38
Voorstel nieuw inrit buiten kruispunt
P
34A
P
P
P
P
P
Bie
28
P
P
P
P
P
43
P
mm 315
0 1.5 2.00
P
P
P
P
P
P
36
P
.57 +13 0 .7 +13 2 .6 +13
P
P
P
P
P
P
Bestaande watergang dempen & onderduikeren
PVC ∅P30 0
P
P
P
P
P
P
vb
P
P
0
P
nd
P
P
P
P
3.0
P
ille
P
P
P
ch
P
P
F
rs
P
P
P
P
P
P
P
ve
0 4.0
P
P
P
P
P
P
P
E
zij
n
P
P
P
P
P
P
P
P
P
ein
de
A
P
P P
P
P uit
+1 3
26
P
P
ide
P
P
P
P
P
.13 +1313.095 + 13.0 + 7 .9 7 ++1212.2.97 +12
P
Be
P
P
P
+1 3.5 9
P
P
+1 3.6 7
P P
P
+1
P
P
P
P
P
P
P
P
+1
P
P
P
P
2
P
P
P
P P
P
P
.20
P
P
2
P
P
P
P
P
C
R=79
P
P
.63 +13 4 .6 +13 5 .5 +13
+1 3.0 1
P
P
P
D
+1
3.6
P
P
P
1
P
P
P
t
traa
ses Born
P
P
P
P
P
+1 3.6 5
P
P
+1 2
P
+1
P
P
P
C
P
P
P
P
+1 3.6 7
P
+1 3.4 8
P