210136 Bijlage 24 Rioolontwerp Vogelwijk DO-VGW-RIO-02

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-1,75

-2,85

-2,85

Beton ∅600

-2,83

-1,51

PVC ∅5 00

2

-2,83

1

A

G

-1,68

. A.g

-2,9

5

-1,03

0.50

OB80

1.70

Opnieuw aansluiten bestaande persleiding

-1,68

Beton ∅600

PVC ∅500

A

Beto

-1,08 -2,90

-2,9 1

-2,91

n∅ 600

PVC ∅315

-1,07

B

C

PVC 315

0 Beton ∅60

C

VLB

REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

-1,89

VLB

-1,14

-1,89

-1,07

-1,14

-2,85

-2,85

PVC 315

Beton ∅600

B

PVC 315

–

e n aa euz all n k a g a te v ch ijk Na nkel ing ha uis af kr eg g w tin er ich burg r In jns Ri 2 of

t1 ian r va

-2,79

-1,19

1.21

-1,19

PVC ∅315

PVC 315

3.80

-2,79

1.20

3.50

H

D

-1,25

PVC ∅400

-2,15

-2,29

. P.c

-2,76

PVC ∅315

PVC 315

-1,13

PVC ∅315

-1,99

-2,15 -1,04

-2,29

-1,19 -1,19

-1,83

-1,99

-1,90

-2,44

REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

PVC 315

-1,25

VL

REST REST REST REST REST REST REST REST REST REST /gft /gft REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

H

E

N

J PVC ∅315

PVC ∅315

REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

REST REST REST REST REST REST REST REST REST REST /gft /gft REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

F

PVC 315

I

PVC ∅500

I

VLB

PVC 315

J

PVC 315

E

B

. P.c

DWA overstortput Drempelniv. -0.35 Drempelbreedte 4,5 m

. T.t

-1,13

PVC 400

-1,32

-1,83

-1,11 -1,32

PVC ∅400 -1,23

REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

PVC 400

-1,39

-2,05

. P.c

-1,24

. A.g

PVC 500 -1,20

VLB

-1,20

-2,76

Beton ∅60

0

PVC 315

D

L L

F

K

N

-1,01

PVC 315

-1,18

-1,36

G

y. P.s

-0,95

VLB

K

P.

-0,95

PVC ∅315

-1,18

-1,06

-1,01

PVC ∅315

-1,21

-1,42

-1,06

REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft

-2,63

REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft

. s.A

.A. P.s

PVC 315

-1,07

-1,57

-1,74

-1,64

-1,16

-0,97 -1,07

REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft

-2,63

-1,16

PVC 400 PVC 400 REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

DWA overstortput Drempelniv. -0.35 Drempelbreedte 4,0 m

-1,14

-1,96

-0,97

-1,14

-1,96

REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

G

PVC 400 PVC 400

-2,17

Aansluiting op het HWA m.b.v. drempelconstructie Instelniveau -0.60 m +NAP

REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

-1,21

-1,20

. .A P.s

VLB

PVC 500 -1,20

Drainage ∅200 mm B.O.B. -1.40 m +NAP

.A. P.s

H

S.a

PVC 315

.M

PVC ∅315

-1,95

-2,05

-2,05

REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft

-1,88

-1,84

.M

.M

S.a

S.a

.M S.a

M

. S.a

K

PVC 400

PVC ∅315

PVC ∅315 PVC 315

y.

P.s

-1,31

uw ch rs a Wa

-1,53

VLB

VLB

VLB

VLB

VLB

VLB

Legenda

-1,53

-1,13

VLB

.

y P.s

-1,31

REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

VLB

Ontwerp VWA riool

y.

PVC 315

M

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REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft

PVC 315 -1.75

-1.81

-1,22

PVC 315

-1,11

P

. .su

-1,22

d or sb ing

de en ek t s er ov

. en er d kin

L

SCHOOL

-1,35

PVC ∅315

VLB

PVC ∅315

.M S.a

PVC 400

K

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BT 600

PVC ∅315

.M

u.

L

S.a

S.a P.s

id , he n ie lig one v r n pk t e om o h z ic o er n b ov n e n e va der ve rwij e ho ve be s n ter e T es he

.M

S.a

.M

-1,95

-1,00

-1,15

-2,23

S.a

-1,59

-2,23

BT 600

-0,95

PVC ∅400

.M S.a

VLB

.M S.a

.M

.M S.a

-2,03

-1,84

M

-2,03

PVC 400

. S.a

S.a

-1,18

-2,34

-2,42

.M

.M

S.a

BT 600

M

-2,51

-2,34

.M S.a

-1,52

PVC 400 -2,42

-2,09

-1,11

-2,09

-1,43

-1,41

PVC 400

.M S.a

BT 700

-1,16

-1,22

-2,51

.M S.a

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-1,55

-2,13

REST REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

-2,13

B

-1,20

-1,20

S

BT 700

-2,17

Aansluiting op het HWA m.b.v. drempelconstructie Instelniveau -0.60 m +NAP

VL

M .a.

B VL

M

J

Drainage ∅200 mm B.O.B. -1.40 m +NAP

0 BT 70

PVC ∅315

PVC 315

PVC 315

REST REST REST REST REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft REST REST REST REST REST REST REST REST REST /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft /gft

VLB

J

N

VLB

PVC ∅500

PVC ∅315

H

.

y P.s

rd bo gs n i uw ch rs a Wa

Ontwerp drainage PVC 400

-1,71 -1,54

PVC 200

-1,10

-1,71

Ontwerp HWA riool

Ruimte reservering energietransitie

-1,54

st er ov

de en ek

. en er d n ki

M

P.s

N

N P

. .sy

PVC ∅3

VLB

15

-1,47

-1,47

VLB

P

PVC 400

P

VLB

Maten in meters, tenzij anders vermeld Materiaalmaten in mm, tenzij anders vermeld Peilmaten in meters t.o.v. N.A.P., tenzij anders vermeld Diameters in mm, tenzij anders vermeld 0 5

Q

Q 10

15

20m

-1,24

Opnieuw aansluiten bestaande persleiding

-1,41

Vogelwijk-Raadsherenbuurt

-1,4

1

VLB

Project

Onderwerp

Definitief Ontwerp Riolering Overzichtstekening Vogelwijk

R L OO

H SC

R

Getekend door

Gecontroleerd door

Blad

Aantal

Documentsoort

Documentstatus

Projectnummer:

E. Lefeber

R. Kardol

1

1

Tekening

Definitief

19-RIB-005

Datum uitgifte

Gezien door

Schaal

Formaat

Contractnummer

Zaaknummer:

1:500

A0

28-10-2021

Gemeente Leiden

Leiden

Stationsplein 107 Postbus 9100, 2300 PC Leiden Tel. 071-5165901 / Fax 071-5165899

Documentnummer:

DO/VGW/RIO/02

40

0

Projectbureau Team Stadsingenieurs

Z/19/1378947

C

i:\ldnstb_ibor\19. projecten\19-rib-005 vogelwijk\11. voorbereiding (bestek en tekeningen)\do\do riolering vgw-rhb.dwg

PV

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