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: [email protected]
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
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