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P P
P
P
P
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A
A
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P
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P klk
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P
P
P
P
P
P
2.50
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ta (bes
)
and
vb
klk
vb
P
P
P
P
P
P
P
P
P
P
P
P
P
P
klk
vb
P
P
P
P
P
vb vb
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P
P
P
Bestaand fietstad handhaven, markering aanpassen op 2-zijdig bereden
P P
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P
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P
P
P
P
P
P
P
1
Principe profiel; Normaal
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wl
Schaal: 1:50
P vb
P
P
F
3.00
10.20
vb
P
P
1.50
Toepassen haag, enkele rij, hoogte: 1,0m, type: nader te bepalen
vb
vb
Bestaand fietstad handhaven, markering aanpassen op 2-zijdig bereden
P
P
P
P
P
P
P
2-2
B
P
P
P
P
Bestaand fietstad handhaven, markering aanpassen op 2-zijdig bereden
P
P
6A
P
P
P
P
P
15
P
P
P
P
P
P
P
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P
G
0.60
vb
P
P
P
P
P
P
4.50
klk
vb
P
P
P
P
8
0.60
P
P
-2
P
P
P
vb
vb
2.50
P
P
P
P
P
17
vb
P
P
P
P
(best aand
P
P
P
P P
P
P
P
P
23
P
P
aand)
P
P
P
(best
P
P
P
P
2.50
P
Afvoer bestaande greppel aansluiten op duiker
P
vb
P
P
P
P
P
P
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P
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3
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vb
P
8
vb
Aansluiten op bestaand fietstad, deze is echter 2,5 m breed
P
P
*B
klk
vb
P
6.0
vb
P
P
+1
+1 6.0 4
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5.2 2
8
5.9
+1
+1 5.8
9
PP +1 ø315mm 6
+1
0.40
5.8
9 +1
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6.1 5
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3 0.0
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5 6.1 +1
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0.9
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P vb
P
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P
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3 6.0 +1 0 +1 4 6.1
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6.2 0
2 6.1 +1 0
P
P
5.6
D vb
P
P
P
1
P
P
P
G
P
P
6
P
P
P
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
P P
P
P
P
P
P
P
P
P P
P
H
vb
vb
klk
vb
P
P
3
Bestaande watergang dempen & onderduikeren
P
F
vb
P
P
7
vb
P
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9
+1
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6.0
6.2 0
2 6.2 +1 +1 5.9 1
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vb
vb
P
P
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0.60 +1 6.2 1
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P
+1 .22 +166.21 +16 .17 P.13
vb
vb
P
P
Toepassen geleiderail van hout, geschikt voor motorrijders. Berm voorzien van bermbeton, structuur nader te bepalen
vb
vb
P
4.50 5.70
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P
+1 50 .66.60
+16
+16
P
P
*A:
vb
P
P
P
C
P
P
3.00
P
3.00
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P
0.80
Schaal: 1:50
wl
vb
vb
vb vb
0.60
Principe profiel; Minimaal
bk
P
P
2.00
raat
4.50 9.50
verwijderen fietspad
sest
P
pa d
P
P
Bestaande watergang dempen & onderduikeren P P
Bestaande watergang dempen & onderduikeren
P
5
ift
Realiseren 60 km portaal
P
P
6
1 Afwatering bovengronds middels gootconstructie i.c.m. kolken
St
P
0.60
klk
vb
P
P
I
P
P
Born
P
P
P PP ø315mm
P ∅300
vb
P P
P
P
P
VC ∅300 P P5. +1 90I P
5.9C3 +1PV
P mm PPP ø315
ot
P
P
P
P
P
5
P
2
E
P
P
P
P
P
slo
8
P P
den
P
P
P
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P
+16.06
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P
P
+16.2 +16.215 +16.17
P
P
P
P
P
rb
+16.29
P
P
P
P
P
P
P
s
P
P
P
Minimaal profiel om raakvlak met watergang te minimaliseren en om niet te veel wisselingen te krijgen in het alignment.
P
P
P
P
P
P
P
P
2
+16.42 +16.36
P
iel
P
P
P
P
P
P
P
PB
5 mm 0 5.9ø315 1PP I + PVC ∅30
P
P
P
P
P
P
P
P
+16.16 +16.12 +16.08
+16.051 +16.0 7 +15.9
P
ls
+15.83 +15.96
P
P
1.50
+16.19 P
Bie
+16.04 +16.09 +16.08
PVC ∅12
P
P
P
P
2.00
+16.22
P
P
P
P
P
P
P P
5.3
P
P
P
P +16.06
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0.60
P
0.80
P
P
P
P P
P
P
P
P
3.00
D
P
P
Mid
Bestaande watergang dempen & onderduikeren
P
P
+16.13 +16.17 +16.14
P P
P P
P
P
mm PP ø315 00 PVC ∅3 P
P
at
P
rb rb
a tstr
P
4.50 5.70
P
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P
PVC
P
P
0 PVC ∅30 P Stif
P
BR
P
P
P
P
traat
P
P
P
0.60
P
PVC
P
P
P
Bornses
P
P
mm PP ø315
P
+16.19 +16.20 +16.19
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P
P
+16.19
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P P
P
P
P
+16.19 7
P
P
P
P
traat
Bornses
∅300
P
+16.29
P
P P
∅300
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Bornsestraat
ri
P
+16.18 +16.22
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3.00
P P
+16.16 +16.11 +16.02
0.60
P
P
P
+16.21
traat Bornses
+16.31
3.00
P
P P
+16.33 +16.30
>1.00
P
P
1.50
4
P
P +16.40
4.50 5.70
P
P
P
P
PVC ∅300
P
Aanbrengen nieuwe haag Hoogte: 1,0m, type: nader te bepalen
P
0.60
P
P
P
P
P
P
C
P
+1
3.4 5 +1
P
P
P
P
P
P
P
P
P
P
P
P
P
Druppelmarkering t.b.v. benadrukken gelijkwaardigheid
P
P
P
3.4 5
P
+1
P
+1
P
+1 3.4 1
P
B
P
P
P
P
Aanbrengen nieuwe haag Hoogte: 1,0m, type: nader te bepalen
t oo sl en
P
d id
P
2
P
P
BLAD1 BLAD2
P
P
+1
P
P P
P
B
P
P
P
P
P
P
P
P
H P P
P
P
P
P
13
P
P P P
P
P
P
P
P
BLAD 01: BORNSESTRAAT Schaal 1:500 P
P
P
P
P
P
P
P
P P
P
P
P
P P
P
P
P
P
P
N
P
P
P
P
P
P
J
P
P
P
P
P
P
P
P
P
P
P
0.60
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
+1
5 5.8
+1 5.8 9
0 +1
5.9 +1
4 5.9
6.0
5.9
0
9
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8 6.1 +1 1
8 6.1 +1
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8
6
8 +1
0.60 6
6.1 7
P
Huidige perceelsgrenzen
P
P
Beoogde aankoop perceelsgrenzen
9
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9
Telling beoogde aankoop perceelsgrenzen Huidige duikers, incl. materialisatie en diameter
PP ∅315mm
Toekomstige duikers, incl. putschacht, materialisatie en diameter
5
Beton ∅300
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
P
P
6.1
Afwatering bovengronds middels gootconstructie i.c.m. kolken
Unihorn bv Postbus 58 1633 ZH Avenhorn info@unihorn.nl unihorn.nl
Huidige bomen kappen en stronk verwijderen
P
P
P
P
P
P
13
P
P
P
4A P
P
P
P
1
FIETSPAD BORNSESTRAAT
Onderwerp :
SITUATIE DEFINITIEF ONTWERP (DO) NIEUW FIETSPAD LANGS BORNSESTRAAT
Projectnummer:
Tekeningnummer:
In respectievelijke volgorde: bestaande hoogtes / nieuwe hoogtes en bestaande als nieuwe hoogtes
+13.80+13.67
P
P
P
+13.98
P
P
Project : P
P
Locatie inritten landbouwperceel: gras / bss / asfalt
P
NOABERKRACHT DINKELLAND - TUBBERGEN
Locatie inritten particulier: asfalt / bss / sbs / halfverharding
4
11A
P
R
P
Opdrachtgever :
Wenstracé NUTS
P
P
P
P
P
P
P
P
P
P
P
P
P
7
P
P
P
Q
Vestiging Oldenzaal Kelvinstraat 1 7575 AS Oldenzaal 0541-584111
Worteldoek (t.p.v. strook nieuwe aanplant bomen)
P
P
P
P
R
Besteknummer:
Schaal:
Formaat:
Blad:
Van:
Documenttype:
Status:
-
1:500
841x1.680
01
04
TEKENING
CONCEPT
BLAD 01: 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 5.9 8
+1
I
P
P
P
1:500
6.0
7 6.1 +1 1
6.1
+1
0.0 3
P
P
P
5
P
P
50m
BLE
P
P
40
Huidige bomen / nieuw aan te planten bomen
P
P
30
Concept DO
P
P
P
P
20
+1 6.0 8
0.9 9
+1
P
+16.10+16P.05
P
2
P
P
P
P
10
1.2 11-07-2025
P
P
0
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+1 6
+1 6.1 4
P
s
+1
P
.15
+1 6 2 6.1
PB
iel
19
+1 6
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3 6.2 +1
+16.16 +16.12 +16.08
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ls
+1 2
5.4 +1
P
Bie
P
P
+1
+1
9
+1 6
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+1
5.6 0 +1
+16.19
7
P
P
P
P
P
Q
Toepassen vlakke grasbetontegels
+1
0 6.2
2 6.1
5.9 1 +1
P 2.00
6.0
0 +1
+1 6
6.1 +1
50 .66.60 +1
+16.06 +16.22
6.2
.22
7
+1
2 6.1 +1
1.50
P
P
P
conform voorstel perceeleigenaar: duiker aanleggen op terrein particulier
P
P
P
P
P
3.00
P
P
P
P
P P
+1
6.2 1
4.50 5.70
9 +1 6.1
4 +1 5.9
4
+1 6.0 1
P
P
P
P
P P
+1 6.0 2
+1
P
+1
5.5
1
6.0
0 5.9 +1
+1 6.0 8
+1
6.0 5
5.9 +1
+15.95 +15.91 +15.87 P
P
+1 6.1
4 6.2
.16
+1 6
3
+1 8 5.2 +1
0 +1
.98
P
P
P
P
+1 6.1 4
+1 6
6 6.0
.12 +1 6
1 +1 5.8
5.9
P P
+1 5
P
P
P
3
Aansluiting dient nader ontworpen te worden
+16.15 +16.22 +16.13
.18
3 6.2 +1
+1 6
6 5.8 +1 2 5.9
9 5.9
P 15mm P
+1
4
5.8 +1
+1
+1
+1
.18
1 6.1 +1
0 5.2 +1 3 5.9
7 5.9 +1
6.2
PP ø3
+1
5.9
P P
Houten geleiderail
P
6.1
4 9 5.9
+1 7 5.8 +1
5.9 +1
+1
+1 6.2
1 6.2
5.8 +1
P P
0
+1
5.9 7
4 +1
0
+4
8
P
P
P
P
P
Wenshofsteeg
P
4
Aansluiting dient nader ontworpen te worden. Afhankelijk van inrichting parkeerterrein.
P
+1
8
+1 6.0 1
+1
.01
+1 6 6.1
9
6.0
.17 +1 5
∅300 P
6.0
+1 6.1 0
2
+1
++1166.1.18 +16.115 +1P6.07 VC
9
6.1
+1
+1 8 5.8 +1
6.2
6.2 1 +1 vb
+1 6
1 6.1 +1 0
PP ø315m vb m
5.8
2 5.9
+1
P
P
P
6.1
+1 .19 +1 6
6.1 1 +1 4 5.8
+1
4.9 +1
6.1
+1 6.2 1
6.1 9 +1
6.0 7 +1 3
+1 6.0 0
P
+1
5.0 8 +1 6.0 0 +1
P
P
Maatvoering in meters Hoogtematen in meters t.o.v. N.A.P. Materiaalmaten in millimeters
Profileren / herinrichten huidige watergang
P Bornses traat
*C:
Bermgras voorzien van haag
+16.13
+16.22
0.50
N
P
Pvb
2.50
Schaal: 1:50
P
P
P
.97
P
6.1 7
.m 15
PP ø315+m16
0 6.1 +1
5.8
8 5.7 +1 6 5.9
P
+1
P 6
+1
5.9
3 5.9 +1 5
5.6
+1
4 +1
+1
P
+1 6 5.9
5 5.9 +1
6.1
6
6.0
5.8 8
+1
5.8 3
2
5.9
5.8 8 +1
+1
P
Huidige inrit vervalt en wordt op nader aangeven verplaatst naar de Wenshofsteeg
P Bornsest raat
+1
+1 5.0 2
P
+1 6.1
2 6.1 +1
+1 9 5.7 5
5.6
+1
+15.87 +15.91 +15.95 +15.95 +14.95 +15 .95
P
5
P
+15.85
BR
6
P
6.0
.97 +1 5 2 +1
.59
P
8 5.9 +1
P
+1 5 5.8 1
+1
4
6.0 +1
6
5.7
+1 5.6 7 0 5.5 +1
8 5.9
5.9 6 +1 .06
+1
+1 5.7 1 +1 6
5.4 +1
P
P
+1 6
5.9 3
0 5.9
.91 +1 5 5.7 0 +1
6 5.4 +1 .96
+1 5 6.0 7
+1
P
P
+16.08 +16.03
4
+1 1 5.9 +1
5.7 0 +1
5 5.4
+1
5.9 4
+1
2
6.0 +1
7
P
P
P
6
5 5.9
1 5.9 +1 +1
6 5.7 +1 .43
+15.92 +15.96 P +16.00 +15.95 +14.83 +15.95
+1 5
6 5.8 +1 6
5.9
P
5.9 3
2
+1
2 5.4 +1
P
7 +
5.9 +1
1 5.8
9 5.6 +1
P
P
P
P
+15.86
+1 5.7
+1 +1
5.9 2
2.00 15.92 1.50
3.0 6
+1
.90
9
4 5.4
9
5.6
0 +1 4
P
+1
5.9
+1
5.4 4 +1
P
5.7
4 5.7
P
8
+1
6.3 0
5.8 +1 5.7 2
6 5.7 +1
5 5.4 +1
P P
+1
P
+1
+1
+1 0 5.7 +1
7
5.7
+1
1
5.9
P
5.8 8
5 5.8
8 5.8 +1 5.8 3 +1
.68 +1 5
+1
+1
5.9 2
+1
8 5.9
P PVC P ∅300 PP ø315mm
+1 5
+1 0 5.9 +1
5.7 2 +1 9
+15.58 +15.62P +15.66 P +15.90 +15.00 +16.00 4.7
2
P
5.8 3
+1
6 5.8
8
5 +1
0 5.6 +1
P P
4.8 +1
5.9 9 +1
+1 6
P
P
5.8
5 5.8 +1 0 2.0 +1
5.1 7
+1
.15
6 6.2 +1
+1
+1
+1
5.8 7 +1
+6 +1 5
4 6.1 +1
7 6.2 +1
P
P P
.51
+1
+1
1 6.1 +1 1 6.2
P
.81
9 5.8
7 5.9
6 5.9 +1
5 6.0
+1
+1
P
P P
PP ø315mm
+1 6.1 4
+1
P
.51
+7
3
6.0
6.1 6
+1
5 5.9 +1 9 +1 6.1
+1
P
6.2 6
+1 9
6.1 +1
+1 2
+1 +1 6.0 2
P
5.9 6
2
6.1
+1
.14
0 5.7
+1 5.6 5
.90 +6
PVC ø315mm PP∅300
PP
P P
5.8
1 5.9
1 5.9
5.9 2 1 5.9 +1
5.9 +1
5.9 +1
+1
+1
5.9 5 +1 3
+1 5
+1 5.9 9
2
+1
+1
+1
+1
5.9
4 5.9
0 5.9
5.9 0
8 5.9 +1
5.9 7
0 6.0
2 6.0 +1
3 +1
+1
+1
6.0
+1 6.0 3
6.0 5
7 6.0
5 6.0 6 1.2
3 6.2
P
+1 6.1 8
+1 5.5 1
+1
+1 5.9 7 +1 5.7
7 6.1 +1
+1 5 6.0 +1
4
+1
5 +1 5.9
0
6.0
+1
1 6.2 +1
5 +1
0 6.1
4 6.1 +1
8 5.8 +1
+1 6.1
6.0
8 6.0 +1
1 6.1 +1 1 6.0 +1
5 5.6
+1
61.5 .27 0
+1
2.00
P
P+16.02 +16.06 PVC P +16.10 ∅300
+1
7
+1
+1 3 6.1 +1
+1 6.1 2
+1
.14 +1 6
2 +1 6.1
5.9
7 5.9
4 9 5.9 +1
5 4.8
5.6 0 +1 7 6.1
+1
6.0 +1
3 6.2 5.9 6 +1
5.8 +1
2 6.0 +1 6 +1 6.1
+1
6.1 +1
8
+1
8 5.7 +1 3 6.0 +1
.02 +1 6
+1 5
+1
6.0 3
4 5.9 +1
0
6.0 +1 .95 +1 5
6.1 9
3 6.1
1 +1 6.0
0 +1 6.0 8 5.9 +1
0
6.0
g tswe
P
P
+15.90
P
Pleg
1
+1 6.0 7
6.0
5 +1 6.0 0
8
5.1
+1
+1
+1
I
+15.81
+15.92 +15.83
P
P
P
P
P
P
vb
P +15.88
+1
6.0 6 +1
+1 6.1 3
2 5.9 +1
+1 5.9
2 5.3 +1 6.2
4
+1
8
7 +1 4
+1
6 +1 9 6.0
5 6.3
+1
2.00
5.8
7 5.2
6.1 5 +1
6.0
0 5.9
5 +1
+1
3.00.81
+1 5
6.0
9
6.0
+1
+1
+1 .38
6.4 4
Beekdorpweg
4 6.0
4.50
8 5.9
6 5.9
.82 +1 5
7 6.3 +1
5.70
+1
+1
5.9
6.0
3
2
+1 .82 +1 5
+1 5.1 5 7 6.4 +1
0.60
.90 +1 5
5.8 8 +1
5 +1 6.4
0.60
8 5.9
.97 +1 5
6.1 7
+1
7
6.2
+1
6 +1 6.4
+1
+1
+1
+1
7 5.9 +1 +1 6.1 9
8
6.3
+1
P
+16.02
+15.97
P
9
P
P
+1
5.8
7
5.9
8 5.9 +1
1 +1 6.1
5 5.0 +1
2 6.4 +1
+1
P
P
P
P
P
Principe profiel; Binnen de bebouwde kom Dulder
0.9
6.0 +1 5.9 5 +1
0 6.8 +1 2
6.3
+1 2 6.3
9
P
P
0.50 10.40
heester / haag
+1
+1
1 6.0 +1
7 5.9 +1
2 4.9 +1 2 6.3 +1
0
+1
1 +1
5.9 9 +1
2 5.9 +1 3
6.0
+1
3 6.4 +1
6.0
5.9 3 +1 3 6.0 +1
2
4.9
+1
3
6.1 +1
+1 7
6.3 +1
+1 5
+1 6 5.8 +1
6.0 3 +1 5 6.2
.08 +1 6
+1
+1
8 5.9
3 +1
4 +1 6.7 6 4.8 +1
0
6.1
+1
5 6.3 +1
5.9
6.2 5 +1
1
+1 5.9
8 4.8 +1
6.5 2 +1
.85
P
+1
5.9 2
+1
5 6.2 +1
+1 7 5.9
5.9 3
+1
5
3 8 5.8
7 6.5
9 5.5 +1
5.9 0 +1
+1
+1 5.7 6 +1
1
+1
+1 +1 6.0 0
2 5.7
8 5.1 +1 +1 5.8
5.9
9 5.8
+1 5.8 0
9 +1
5.8
5.6 8 +1
5.9
+1 5.8 6
9 5.7 +1
+1 9 5.0 +1
6.3 8
+1
.85 +1 5 9 5.7
6 +1
1.50
PVC ∅ P300
P
P
+15.97 +16.01 +16 P .05 +16 .05 +15.20 +16.20
P
+15.96
+16.05 +16.11
P
P
P
P
P
5.8
+1 5 8 5.7 +1
+1 5
3
+1 5.0
P
P
P
P
P
+1
.88
3 5.8 +1
.63
2 +1
5.4
5.0 2
+1
.16
P
+1 6
BLAD1 BLAD2
+1
P
P
P
P +15.95
0.60 3.00
vb
at
P
P
P
P
vb
Bornsestra
P
5.50
Bermgras
P
vb
P
vb
1.40
P
P
P
P
vb
+15 +15.8.93 9 ++15.8 +1145.805 +15 .9P0 .85
P
4.50
vb
P
5.70
P
10
B WR
P
P
P
vb
+16.10
0.60
P
P
P
Grasbetonverharding (n.t.b.)
PP ø315mm
P
N
vb
P
+16.0 2 +16.12
P
P
P
P vb
P
Born sest raat
rb rb
P
P
P
P
P
Drainage i.c.m. doorspuitvoorziening aansluiten op PP ø315mm
P
P
vb
+1
+1
5.7 1 +1
+1
+1
5.4
5.7
2
0
+1
+1 5
5.8
.79
6
+1
7 5.7
4 5.6 +1
0 5.3
2.00
6
P
P
+16.2 + 1 2 P PVC ∅ + 6.26 300 16.30 P I
P
Accentuering veiligheid toekomstig fietspad, ter plaatse van oversteken Type: thermoflex coating
P
2x
lbu is
P
8
nt e
P
8A
Ma
M
Tracé toekomstig fietspad Type: in het werk gestort beton, laagdikte: 180mm
P
PVC ∅100
P P
+15.9 2 +16.0 0 +15.9 5
P
P P
P
P
P
PVC ∅100
P
P
Drainage i.c.m. doorspuitvoorziening aansluiten op PP ø315mm
P
P
P P
14
P
Tracé toekomstige rijbaan (nieuwe constructie)
P
P
15mm
P
vvbb
P
P
PP ø 3
P
P
PVC ∅100
PVC ∅100
P P
Tracé toekomstige rijbaan (nieuwe deklaag)
P
P
+15 +15..987 +15.9 1 5
P P
P
P
12-12A
P
P
+1 6.1 5
5.8
6 5.8 +1
5.7 +1
3
5.0
+1
4
+1 4
+1 3 5.6 +1
7 5.6
+1
P
P
P
11
P
Drainage inkorten tbv verplaatsen sloot
P
P
vvbb
P
P
M
+15.89
Bestaande bebouwing
23 P
12
PVI C ∅300
+15.87 +15.97
14C P
P
P
vb
P
P
P
P
*C
P
P
P
P
P
P
LEGENDA
P
P
BR
P
P
P
+15 +15..547 P +15. 1 + 55 +1145..955 +15.5 0 5
P
P
P
P
P
5.5
6 5.7
5.6 8 +1
1 +1
L
16
P
+1
3 5.8
5 5.7 +1
5.8 +1
P
P
5.1 3
+1
8 5.6
P
P
P
+1
P P
P
P
P
P
+15.7 6 +15.8 8 +15.8 0
P
P
ekken en poeren kunnen behouden jven (afstand tussen poer en etspad betreft ongeveer 5 meter)
P
P
vb
+1
5.7 9
P
P
P
P
0
P
P
P
C ? PV 300 ∅
x5
G
P
P
P
??
50
P
P
P
P P
P
P
P
P
P
P
P
L
K
P
P
P
P
P
P
P
P
3.00
P
18 P
>2.50
Schaal: 1:50
P
Bestaande kabels langs haag en overstekende waterleiding aanpassen op de nieuwe situatie
0.60 >11.20
Principe profiel; Ideaal
P
P
P
K
4.50
P
P
P
P
P
P
BLAD2 BLAD3
P
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
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J
P
P