Proposed Foul Drainage

F1

Proposed Storm

Drainage

S1

Proposed Gully

G

Road Chainage

Proposed inspection

chamber

170

Site Boundary

LEGEND

Existing Foul Drainage

Ex FMH

Existing Storm Drainage

Ex SMH

NOTES

1. All works to be in accordance with councils specification and

schedule of works and in compliance with current building

regulations.

2. All works to be in accordance with the following document

'Irish Water - Connection and Developer Services -

Wastewater Infrastructure Standard Details August 2016'.

3. The recommended minimum depth of cover over a main

pipeline is 1.2m. If that cannot be achieved, the pipes shall be

fully surrounded in 150mm thick concrete with an absolute

minimum depth of cover of 750mm. This applies to both

roadways and footpaths.Where concrete bedding is used it

must be a minimum of 150mm thick in-situ concrete, class

20N/20mm, and haunched half way up the barrel of the pipe -

In accordance with 'Greater Dublin Regional Code of Practice

for Drainage Works Version Draft 6.0.

Datum 40.00

Pipe run Chainage

Invert level

Cover level

16.00

46.00

66.00

94.00

114.00

42.983

43.107

43.196

44.350

167.00

203.00

43.432

43.672

44.950

44.950

44.300

44.700

46.500

Storm Longitudinal section (Road 1)

Ex M

H

S 1

S 2 -

Bkdrop M

H

S 3

S 4

S 5

S 6

S 7

S 8

41.749

43.800

0.00

42.213

43.860

42.894

27.00

42.260/

42.814

44.500

Horizontal scale 1: 1000

Vertical scale 1: 500

Datum 40.00

0.00

Pipe run Chainage

15.00

27.00

42.787

42.840

43.860

43.820

43.820

Storm Longitudinal section (Road 2)

Horizontal scale 1: 1000

Vertical scale 1: 500

42.720

Invert level

Cover level

S 2

S 2.1

S 2.2

Datum 40.00

Pipe run Chainage

Invert level

Cover level

16.00

46.00

41.713

41.820/

42.244

42.324

42.444

43.800

43.860

44.950

Foul Longitudinal section (Road 1)

0.00

Ex M

H

F 1

F 2

F 3

F 4

F 5

F 6

F 7

F 8

68.00

42.591

44.950

95.00

42.771

44.300

114.00

42.898

44.350

169.00

43.265

46.500

208.00

43.525

44.500

28.00

44.500

Horizontal scale 1: 1000

Vertical scale 1: 500

Datum 40.00

0.00

Pipe run Chainage

41.820

43.860

43.820

43.820

Foul Longitudinal section (Road 2)

30.00

42.020

Horizontal scale 1: 1000

Vertical scale 1: 500

Invert level

Cover level

41.940

F 1

F 1.1

F 1.2

18.00

Concrete cover along pipe

run in locations where 1.2m

cover not achieved

Concrete cover along pipe

run in locations where 1.2m

cover not achieved

Attenuation tank

location relative

to pipe run

Attenuation tank

location relative

to pipe run

Proposed Attenuation

tank location - ESS Eco

Cell or similar approved

Ex MH

IL 41.713

EX MH

IL 41.749

S1

F1

FL 45.9

FL 45.9

FL 45.7

FL 45.7

FL 45.7

FL 46.1

FL 46.9

FL 47.6

FL 46.9

FL 46.5

FL 45.3

FL 43.5

F2

F3

F1.2

F4

S2

S3

S4

S2.1

S7

S8

F7

F8

S5

F 5

S6

F6

0

10

20

30

40

50

60

70

80

90

100

110

120

130

140

150

160

170

180

190

200

209

1

2

3

4

5

6

7

8

9

10

11

12

13

14

16

17

18

19

20

21

22

23

24

25

26

F1.1

S2.2

Ex FMH

EX SMH

Ex FMH

EX SMH

EX SMH

Ex FMH

Ex FMH

EX SMH

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

15

FL 47.3

Road 2

R

o

a

d

1

R

o

a

d

1

R

o

a

d

1

(G.L above tank 44.5

Top of tank level 43.865

Bottom of tank level 42.515)

G

G

G

G

AT MH

Foul & Storm sewers layout and Longitudinal sections

Proposed housing development at Gortmaloge, Glenconnor - Part 8

Liam Ryan

DRAWING TITLE:

PREPARED BY:

APPROVED BY:

PROJECT:

Mairead O'ConnorDRAWING NO:

GL 111

SCALE:1:500 March 2017

REV NO:

DATE:

email: housing@tipperarycoco.ie

Clare CurleyDirector Of Services: HOUSING DESIGN OFFICE

Tipperary County Council,

Clonmel,Emmet Street,

Tel: 0761065000

web: www.tipperarycoco.ie

Co. TIPPERARY

Liam RyanSenior Executive Architect

Civic Offices