8. Bijlage behorend bij RIB.pdf
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P
P
P P
P
P
P
P
P
P
P
P
De
P
P
P
P
as km Fo
P P
t
P
P
P
P P
P
P
P
P P
P P P
P
P
P
P
P P
P P
P
P
P
P P P
P
P
P
∅0.55
P
P
P
P
P
∅0.68
P
P
P
∅0.65
∅0.74
P
P P
∅0.59 ∅0.60
P
P
P P
P ∅0.76
P
P
P
P
P
∅0.76
∅0.59
P P P
P
∅0.58 ∅0.85
P
P
P
P
∅0.55
∅0.69
P
P
P P ∅0.59
P
P
∅0.69
P
P P
∅0.72
P ∅0.64
P
P
P
P
P
∅0.72
P
P ∅0.36
P
P
∅0.86
P
P P
∅0.37
∅0.28
∅0.44
P
∅0.52
P ∅0.60
∅0.64
P
∅0.44
P
P
P
P
∅0.43
P
R= 2.0
R=
Legenda Algemeen
∅0.41
0
P
P
0
P
2.0
P P
∅0.22
3.50
P
P
Schetsontwerp
P
P
P
Materiaalgrens
P P
Perceelsgrens
P
P
∅0.35
∅0.28
P
4.35
∅0.33
P P
P P
∅0.17
id ijk Zu d e s k er
Bestemmingsplan (nieuw) ∅0.35
∅0.33
Kantopsluiting
∅0.25
P
P
k Nieuw
Aanbrengen - RWS-banden 110/220x250 mm
∅0.42 ∅0.18
P
P
P
∅0.21
Stortplaats
∅0.23
∅0.60
Bestemmingsplan
∅0.40
3.50
∅0.37
P
P
∅0.40
∅0.37
∅0.19
∅0.67
∅0.73
Verharding Aanbrengen - betonverharding P
∅0.32
13.50
Bestaand - asfaltverharding, kleur: rood
4.50
P P
P
P
P
P
P
P
P
P
P
P
P
Aanbrengen - markering in thermoplast, kleur: wit
P
P
P
P
P
P
P
P
P
P
0
R=
Riolering R=
00 18.
Aanbrengen - inspectieput ∅0.37
∅0.33
∅0.50
∅0.41
∅0.32
∅0.37
∅0.37
P
P
P
P
P
P
P
P
P
P
P
P
.50
13
5
R= 12
5.2
R=
∅0.05
P
18 .00
.00
P
P
P
P
.0 10
P
.00
P
R=12
Aanbrengen - prefab printbeton
.00
P
R=
∅0.74
15 R=
P
P
∅0.76
P
∅0.22 ∅0.39
0 4.00 3.0
P
3.50
P
∅0.54
∅0.47
P
∅0.65
∅0.36
∅0.34
P
∅0.35
P
∅0.56
∅0.69
P
P
Aanbrengen - asfaltverharding, kleur: zwart
∅0.35 ∅0.27
∅0.10
∅0.42
Aanbrengen - transportleiding
P
Groen
12.
75
R=
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
P
P
P
P
P
P
P
P
P
13
R= 1
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
P
Arq.
P
de
P
Hernández.P.
P
Guerrero
P Enrique
P
P
P
P
P
P
Arq.
P
P
de
Talud
P.
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
∅0.61
P
R=
Arq.
Bestaande - boom
.00 P
00
0
∅0.41
18
.00
8.0
0 5.0
5
R= 12
∅0.26
∅0.34
∅0.32
∅0.39
∅0.39
R=1
5.2
R= 10 .00
Verwijderen - boom ∅0.37
P
∅0.55
∅0.41
∅0.30
12.
∅0.08
13.50
P
R=1 2.0 0 .50
5
Aanbrengen - boom
Turnhoutsebaan
4.50
∅0.08
R=12.7
P
9.00
4.00
3.50
2.00
3.00
R=
Turnhoutsebaan
19.50
P
4.00
3.00
de
19.50
P.
4.00 3.00
.00
4.50
5 R=1
R=
3.00 4.00
Groenvoorziening
P
P
P
∅0.30
P
P
Vlakvulling
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P
P
P
P
P
P
P.
P
13.50
P
P
4.50
P
∅0.59
P
P
∅0.34
Water
P
∅0.55
∅0.37
Overig
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
P
P
∅0.19
P
P
P
P
P
3.50
P P
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P
P
P.
Stortplaats
18
P
∅0.47
P
∅0.66
P
P Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P
P.
P
P
P
P
∅0.32
P P
P Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
16
P
∅0.34
P
P
P
P P
P
P
P
Turn
P
P
P
P
P
P
P
P
P
P
P
P
∅0.26
∅0.36
P
∅0.51
∅0.48
P
∅0.39
hout
P
P P
∅0.43
P
∅0.12
∅0.33
∅0.40
P
P ∅0.28
P
seba
P
P
P
∅0.37
P
P
∅0.39
P
an a b e orts o v j i T
P
P
∅0.26
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
∅0.35
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
∅0.34
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
∅0.47
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
∅0.19
Ramírez.
Suárez
Hugo
Arq.
de
Ramos.P.
Espitia
Francisco
Arq.
de
Arguelles.P.
Romero
A.
Adrian
Arq.
de
Hernández.P.
Guerrero
Enrique
Arq.
de
P.
∅0.34
∅0.30 ∅0.28
∅0.60 ∅0.86
∅0.72
∅0.64
P
P
P
∅0.56
∅0.17
∅0.33
∅0.61
∅0.59
∅0.23
P
∅0.55
∅0.36
∅0.34
∅0.35
P
P
P
P
P
t ols
∅0.35
∅0.32
∅0.55
P
P
∅0.37
∅0.37
P
∅0.21
∅0.66
∅0.18
∅0.39 ∅0.22
∅0.25
P
P
P
18
P
P
∅0.73
∅0.37
∅0.65
∅0.33
∅0.67
∅0.40
∅0.28
P
P
P
∅0.76
P
∅0.64
∅0.69
∅0.36
∅0.69
Stor
∅0.72
∅0.85
∅0.59
tpla
∅0.59
∅0.55
ats
∅0.76
∅0.37
∅0.58
∅0.44
∅0.60
∅0.76
∅0.74
∅0.52
∅0.68
P P
P
P
4c-6b
∅0.41
an seba hout Turn
P
P
14
P
P
P
∅0.35
∅0.32
∅0.41 ∅0.42 ∅0.35
∅0.40 ∅0.35 ∅0.22 ∅0.41 ∅0.43 ∅0.44
∅0.65
P
P
t
∅0.55
P
P
P P
mas
∅0.40
∅0.36
∅0.28
P
P
Fok
∅0.47
P
De
∅0.59
P
P
P
∅0.26
∅0.35
∅0.26
∅0.40
∅0.50
∅0.41
∅0.39
P
P
P
∅0.33
P
P
∅0.37
∅0.32
∅0.32
P
P
P
∅0.34
∅0.37
∅0.26
P
P
P
P
an
P
P
P
∅0.37
∅0.42
P
P
P
P
∅0.30
∅0.10
P
P
P
P
P
P
P
P
P
P
P
P
∅0.35
∅0.27
P
P
P
∅0.08
∅0.60
∅0.19
P
P
∅0.69
∅0.08
∅0.74
∅0.54
P
P
P
P
P
P
P P
T
P
P
P
P
P
P
P
P P
P P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
29
P
De
∅0.05
P
P
k aa
Situatieoverzicht SCHAAL 1 : 5.000
P P
P
P
P P
P
P
P
P
1601
P
P
P
P
P
OPMERKINGEN
P
P P
P
P
P
P
P
P
P
Coordinatensysteem RD (x, y); Maten in meters, tenzij anders vermeld; Materiaalmaten in millimeters, tenzij anders vermeld; Peilmaten in meters t.o.v. NAP, tenzij anders vermeld; Diameters in millimeters, tenzij anders vermeld; Maten exclusief kantopsluitingen; Ligging kabels en leiding zijn ter indicatie.
P
P
P
P
P
P
P
P
P
P
16 02
P
P P
P
P
P
P P
P
P 16
P
P
P 12
P
2 01
P
Datum
Opdrachtgever
P
P
P P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
SCHAAL 1 : 200
15
Schaal 1:500
Getekend door
Omschrijving
t p e c n o C
Gemeente Goirle Project
Rotonde Turnhoutsebaan
P P
P
P
P
P 2 02
P
P
P
P
P
P
P
P
P
Kader 1
10
P
P
P
Versie
P
P
P
P
5
P
P
P
P
P
P
P
P
0
P
P
P
P
P
P
P
P
P
P
P
P
P
P
Tijvoortsebaan
P
2
P
29a
P
P
P
P
P
P
P
P
2-4b
-
Onderdeel
Schetsontwerp Nieuwe situatie B Getekend door
LK Paraaf/Datum
22-07-2024
Gecontroleerd door
Formaat
Status Concept
LvL
GF
132401
(A0) 841x1189 mm
Schaal 1:200
Paraaf/Datum
Paraaf/Datum
Besteknummer
Tekeningnummer 132401-SO- NS -02
Blad
22-07-2024
Vrijgegeven door
22-07-2024
Projectnummer
Koepoortstraat 14 4285 BG Woudrichem T +31 (0)183 820368 E vraag@urbanlens.nl
Op al onze opdrachten is de DNR 2011 van toepassing. Deze is gratis te downloaden op http://www.nlingenieurs.nl/downloads/dnr-2011/
1/1
Versie 0.3
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