150mm Ø pvc foul sewer - kilkenny
TRANSCRIPT
S
E
T
O
U
T
L
I
N
E
S
E
T
O
U
T
L
I
N
E
P
P
P
P
P
P
P
P
WV
WV
WV
WM
WM
TP
TP
TP
TP
TP
TP
SV
SB
SB
RS
RS
RS
RS
RS
P
P
P
29.706
GCP
28.327
GCP
29.107
GCP
ESB
ESB
ESB
ESB
ESB
ESB
ESB
EP
EP
EP
EP
EP
EP
EP
EP
EP
EC
EC
EC
R
o
a
d
E
d
g
e
R
o
a
d
E
d
g
e
R
o
a
d
E
d
g
e
R
o
a
d
E
d
g
e
34.06
34.24
34.47
34.71
34.82
35.13
30.14
30.77
31.36
32.22
32.75
33.19
33.47
33.84
35.13
34.81
34.51
34.25
34.00
33.62
33.22
32.81
32.38
29.91
29.64
G
a
t
e
G
a
t
e
G
a
t
e
S
t
e
p
s
STAY
STAY
STAY
STAY
STAY
STAY
29.09
RG
29.10
RG
29.38
RG
35.66
MH
35.64
MH
32.69
MH
29.93
MH
30.05
MH
28.30
MH
29.52
MH
LS
LS
GT
28.47
28.44
28.36
28.32
28.20
28.02
27.78
38.02
--------
33.03
33.17
33.50
35.19
34.31
34.00
33.60
33.32
32.91
32.34
32.11
31.54
31.21
30.68
30.08
30.19
30.16
29.83
29.91
28.12
28.46
28.58
28.61
28.87
29.15
29.22
29.45
29.64
34.15
34.28
34.44
34.72
34.89
35.40
30.12
29.76
30.59
31.26
32.22
32.66
33.10
33.40
33.84
29.65
29.91
29.93
R.G.
R.G.
R.G.
SW
01
SW
02
SW
03
SW
04
SW
05
SW
16
SW
15
SW
14
SW
13
SW
12
R.G.
NEW MANHOLE ON
EXISTING PUBLIC
STORMWATER SEWER
R.G.
OUTFALL MANHOLE WITH
HYDROBRAKE
R.G.
R.G.
R.G.
SW
11
R.G.
R.G.
OUTFALL TO EXISTING
SURFACE WATER
CULVERT
NEW MANHOLE ON
EXISTING PUBLIC
FOUL SEWER
SW
06
SW
07
SW
10
SW
08
OUTLET MANHOLE WITH
HYDROBRAKE FLOW
RESTRICTOR
SW
09
150m
m Ø
P
VC
F
OU
L S
EW
ER
NEW MANHOLE ON
EXISTING FOUL SEWER
FS1
FS2
FS6
FS8
FS11
FS10
FS9
FS3
FS4
FS5
FS7
31.6
1
31.4
7
31.3
4
31.3
0
O/H WIRE
LS
CA
TV
CA
TV
31.4
5
32.3
4
32.3
3
3
2
.
3
3
3
2
.
3
8
3
2
.
3
4
3
2
.
3
8
3
2
.3
8
3
2
.3
6
32.3
2
32.2
8
A
C
D
3
1
.8
2
30.89
31.16
31.08
31.10
31.01
30.9
9
31.1
9
31.3
8
31.4
3
3
1
.5
2
31.65
3
0
.
9
8
3
0
.9
1
30.9
7
2
9
.9
2
30.0
6
30.1
3
30.2
3
30.1
6
29.9
3
30.89
31.10
31.1
6
31.1
5
31.3
9
30.55
3
0
.
7
2
3
0
.
5
3
3
0
.
5
2
3
0
.
4
6
30.47
30.68
30.9
0
30.50
30.48
30.45
3
0
.4
1
3
0
.
3
2
3
0
.
2
3
3
0
.
0
7
30.66
30.55
30.4
0
30.5930.58
30.24
3
0
.0
3
30.00
3
1
.
4
4
O/H WIRE
31.49
100m
m
100m
m
225m
m
225m
m
225m
m
225m
m
225m
m
3
0
.5
7
31.63
31.57
31.41
31.76
31.70
31.59
31.5
7
3
1
.8
7
32.0
0
32.60
32.53
3
2
.
3
1
3
2
.
2
2
32.2
8
3
2
.
5
6
32.58
32.60
32.3
6
3
2
.
4
2
32.43
32.49
3
2
.4
4
3
2
.3
7
3
2
.3
6
3
2
.4
0
Stay
O
/
H
W
I
R
E
O
/H
W
IR
E
KT
: 32.44
KT
: 32.35
KT
: 32.49
KT
: 32.51
KT
: 32.53
CL: 32.01
G
TP
KT
: 32.28
KT
: 32.45
S-IN
VE
RT
: 30.61
S-IN
VE
RT
: 30.66
S-IN
VE
RT
: 30.60
TO
C :31.48
S-IN
VE
RT
: 29.30
S-IN
VE
RT
: 29.43
S-IN
VE
RT
: 29.62
IN
VE
RT
: 29.94
IN
VE
RT
: 30.13
S-IN
VE
RT
: 30.31
IN
VE
RT
: 30.51
S-IN
VE
RT
: 30.54
S-IN
VE
RT
: 30.61
IN
VE
RT
: 30.81
IN
VE
RT
: 30.83
SP
KT
: 31.71
KT
: 31.51
KT
: 31.30
KT
: 31.14
KT
: 31.11
TO
C :31.13
S
TE
P-LE
VE
L 30.30
IN
VE
RT
: 30.24
TO
C :30.14
TO
C :30.30
KT
: 30.81
KT
: 31.00
KT
: 30.65
CL: 30.43
G
KT
: 30.63
KT
: 30.64
KT
: 30.67
KT
: 30.87
KT
: 30.88
SP
BIN
KT
: 31.60
CL: 31.51
MH
-F
OU
L
Tree T
op: 37.65
Tree T
op: 36.44
IN
VE
RT
: 31.42
CL: 32.33
MH
-F
OU
L
CL: 32.43
MH
-S
TO
RM
CL: 32.46
MH
-S
TO
RM
IN
VE
RT
: 29.97
IN
VE
RT
: 30.15
KT
: 31.62
KT
: 31.71
KT
: 31.77
KT
: 31.87
KT
: 32.60
KT
: 32.56
KT
: 32.56
KT
: 32.47
KT
: 32.54
KT
: 32.52
CL: 32.39
G
1050m
m
E
KT
: 30.67
SP
LS
KT
: 30.10
KT
: 30.09
KT
: 30.11
KT
: 30.12
IN
VE
RT
: 28.99
S-IN
VE
RT
: 28.84
S-IN
VE
RT
: 28.45
IN
VE
RT
: 28.38
Arch T
op 30.05
IN
VE
RT
: 29.75
150m
m
150m
m
150m
m
150m
m
150m
m
150m
m
150m
m
150m
m
150m
m
150m
m
Fence T
op: 33.42
Fence T
op: 31.99
Plant T
op 33.63
Plant T
op 34.65
Plant T
op 33.41
Plant T
op 35.66
Plant T
op 34.13
Plant T
op 36.48
Plant T
op 34.75
SE
AT
30.58
29.96
SIG
N
O/H
W
IRE
SLO
W
WE
IR
IL: 29.88
IL: 30.23
IL: 30.83
IL: 31.32
General Notes :
1. No part of this document may be re-produced or transmitted in any
form or stored in any retrieval system without the written permission of the
Consulting Engineer, David Kelly Partnership, as copyright holder except as
agreed for use on the project for which the document was originally issued.
2. The contractor is responsible for checking all levels and dimensions on
site and shall refer all discrepancies to the Engineer.
3. Only drawings issued for CONSTRUCTION shall be used for
construction purposes.
4. Work to figured dimensions only. Do not scale print.
5. Check size of drawing sheet against dimension marks at bottom left
hand corner of sheet.
Scale :Purpose of Issue :
Project No. : Drawing No. : Issue No. :
101
Title :
Project :
Rev : Note :
Date : Drawn : Approved :
Rev : Note :
Date : Drawn : Approved :
1 : 500
SHEET SIZE : A2
50mm 100mm0mm
DAVIDKELLYPARTNERSHIPCHARTERED ENGINEERS
Nelson House, Emmet Place,Youghal, Co. Cork.t. +353 (0)24 92412e. [email protected] www.dkp.ie
10 Ormonde Street,Kilkenny.t. +353 (0)56 7801260
PLANNING
19018P3
OCT. '19 PN DOS
P1
SOCIAL HOUSING DEVELOPMENT AT
LADY'S WELL, THOMASTOWN, CO. KILKENNY
DRAINAGE LAYOUT PLAN
LEGEND
PROPOSED 150mm Ø PVC FOUL SEWER
PROPOSED STORM WATER SEWER
NOTE:
FOUL AND SURFACE WATER DRAINAGE INSTALLATIONS INCLUDING
INDIVIDUAL HOUSE CONNECTIONS TO BE DESIGNED AND INSTALLED
TO IRISH WATER SPECIFICATIONS AND APPROVAL.
FOUL SEWER
MANHOLE NUMBER
COVER
LEVEL
INVERT
LEVEL
FS 01 38.00 36.65
FS 02 38.00 36.18
FS 03 37.50 35.57
FS 04 36.50 34.73
FS 05 35.25 33.66
FS 06 34.10 32.06
FS 07 32.00 30.26
FS 08 30.00 28.50
FS 09 31.85 30.50
FS 10 31.85 28.43
FS 11 29.10 27.75
STORM WATER
MANHOLE NUMBER
COVER
LEVEL
INVERT
LEVEL
SW 01 38.00 36.55
SW 02 37.50 35.56
SW 03 36.50 34.68
SW 04 35.25 33.60
SW 05 34.30 32.80
SW 06 34.20 32.70
SW 07 33.00 31.80
SW 08 34.52 33.02
SW 09 34.00 32.02
SW 10 32.50 30.52
SW 11 30.00 28.50
SW 12 31.85 30.50
SW 13 31.85 30.30
SW 14 31.25 30.10
SW 15 31.00 28.28
SW 16 29.10 27.80
DROP MANHOLE
DROP MANHOLE
PUBLIC SEWER LEVEL TBC
PUBLIC SEWER LEVEL TBC
DROP MANHOLE
PUBLIC SEWER LEVEL TBC
OUTLET TO EXISTING DRAIN
JAN. '20 PN DOS
P2
Rev : Note :
Date : Drawn : Approved :
MAR. '20 PN DOS
P3
1 IN 100 YEAR SURFACE WATER ATTENUATION
TANK (160 CUBIC METRES) FORMED USING
PATENT VOID FORMERS WITH GEOTEXTILE
SURROUND
1 IN 100 YEAR SURFACE WATER
ATTENUATION TANK (20 CUBIC METRES)
FORMED USING PATENT VOID FORMERS
WITH GEOTEXTILE SURROUND
HYDROCARBON
INTERCEPTOR
WITH SILT TRAP