svp - limerick · ilin2 scale proposed foul & surface water layouts 1:250 @ a1 150-fw mh 3.0...
TRANSCRIPT
I
LIN
2
SCALE
PROPOSED FOUL & SURFACE WATER LAYOUTS
1:250 @ A1
150
-
FW MH 3.0
CL= +20.20m
IL= +17.71m
SW MH 1.0
CL = +19.67m
IL = +18.10m
SW MH 4.0
CL = +20.10m
IL
IN1
= +17.75m
IL
IN2
= +18.86m
IL
OUT
= +17.74m
SW MH 4.1
CL = +20.60m
IL = +19.25m
FW MH 1.0
CL = +19.70m
IL = +18.20m
FW MH 4.0
CL =+ 20.10m
IL
IN1
= +17.64m
IL
IN2
= +18.74m
IL
OUT
= +17.64m
FW MH 4.1
CL= +20.60m
IL= +19.30m
FW MH 5.0
CL = +19.12m
IL = +17.22m
SW FC MH 5.0
CL = +19.12m
IL = +17.50m
3
0
0
Ø
S
W
@
1
:
1
9
6
1
5
0
Ø
F
W
@
1
:
9
2
300Ø
S
W @
1:152
2
2
5
Ø
S
W
@
1
:
7
8
1
5
0
Ø
F
W
@
1
:
6
0
3
7
5
Ø
S
W
@
1
:
2
0
0
1
5
0
Ø
F
W
@
1
:
1
1
1
1
5
0
Ø
F
W
@
1
:
2
7
23.45
RIDGE
FFL=+19.11m
FFL=+18.60m
FSMH 2
CL=+ 18.60m
I.L=+16.32m
FSMH1
CL=+ 19.00m
I.L=+ 16.94m
SSMH1
CL=+ 19.00m
I.L=+17.24m
SSMH 2
CL=+ 18.60m
I.L=+16.62m
1
:
1
0
0
F
A
L
L
1
:
1
0
0
F
A
L
L
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IC
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IC
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IC
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AJ
AJ
SVP
SVP
SVP
SVP
SVP
SVP
SVP
SVP
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
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AJ
AJ
AJ
SVP
SVP
AJ
AJ
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AJ
AJ
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AJ
IC
AJ
AJ
AJ
AJ
AJ
AJ
AJ
SVP
SVP
AJ
AJ
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AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
IC
IC
IC
IC
AJ
AJ
AJ
AJ
IC
SVP
SVP
IC
IC
AJ
AJ
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AJ
AJ
AJ
AJ
AJ
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AJ
AJ
AJ
AJ
AJ
SVP
SVP
IC
AJ
AJ
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AJ
AJ
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AJ
SVP
SVP
IC
RG
I
LI
N
2
I
L
O
U
T
IL
IN
1
150Ø
F
W @
1:122
IL
IN
1
IL
O
U
T
3
0
0
Ø
S
W
@
1
:
1
4
8
IC
SW MH 2.1
CL=+19.94m
IL = +18.55 m
2
2
5
Ø
S
W
@
1
:
1
4
0
AJ
1
5
0
Ø
F
W
@
1
:
1
2
0
FW MH 2.0
CL= +19.90m
IL= +17.83m
SW MH 2.0
CL = +19.90m
IL
IN1
= +17.91m
IL
IN2
= +18.46m
IL
OUT
= +17.91m
I
L
I
N
2
I
L
I
N
1
I
L
O
U
T
SW MH 3.0
CL=+ 20.20m
IL = +17.80m
ATTENUATION TANK
CL = 'VARIES'
TL
T
= +19.03m
IL
T
= +17.83m
Storage Volume = 325m³
RG
RG
RG
RG
PETROL
INTERCEPTOR
IC
IC
IC
IC
IC
IC
IC
IC
2
2
5
Ø
S
W
@
1
:
3
5
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AJ
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AJ
DENOTES SITE BOUNDARY
NEW SURFACE WATER SEWER BY OTHER
NEW SURFACE WATER MANHOLE BY OTHER
NEW SURFACE WATER SEWER
NEW SURFACE WATER MANHOLE
NEW SURFACE WATER FLOW CONTROL MANHOLE
PROPOSED SURFACE WATER ACCESS JUNCTION
PROPOSED ROAD GULLY
PROPOSED PETROL INTERCEPTOR
PROPOSED ATTENUATION TANK
NEW FOUL WATER SEWER BY OTHER
NEW FOUL WATER MANHOLE BY OTHER
NEW FOUL WATER SEWER
NEW FOUL WATER MANHOLE
PROPOSED FOUL INSPECTION CHAMBER
PROPOSED FOUL ACCESS JUNCTION
AJ
RG
LEGEND:
SWMH 1.1 = MANHOLE NO.
CL = COVER LEVEL
IL = INVERT LEVEL
FWMH 1.1 = MANHOLE NO.
CL = COVER LEVEL
IL = INVERT LEVEL
IC
AJ
DEERPARK
ADARE
Co. LIMERICK
SOUTH SITE - PROPOSED FOUL & SURFACE WATER LAYOUTS
LIMERICK CITY & COUNTY COUNCIL
CITY HALL
MERCHANTS QUAY
LIMERICK
PLANNING
CONSULTING ENGINEERS & PROJECT MANAGERS
30 DRUMCONDRA ROAD UPPER
Tel: 061 310 701 (Limerick)
email: [email protected]
DRUMCONDRA
DUBLIN 9
web: www.dennanyreidy.ie
Tel: 01 216 2956 (Dublin)THE PARK
LORD EDWARD St.
LIMERICK
LIMERICK: DUBLIN:
V94 840C
D09 FT7K
DATE
REV. DESCRIPTION
PRODUCER
DATE
VERIFIER
DATE
APPROVER
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES UNLESS NOTED
OTHERWISE.
2. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE.
3. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEER'S,
ARCHITECT'S AND SERVICE ENGINEER'S DRAWINGS AND SPECIFICATIONS.
4. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH CURRENT BUILDING
REGULATIONS.
1:250 @ A1
AD
JR
L200-150 B
A
COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN DENNANY REIDY
ASSOCIATES LTD. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR
TRANSMITTED IN ANY FORM OR STORED IN ANY RETRIEVAL SYSTEM OF ANY
NATURE WITHOUT THE WRITTEN PERMISSION OF DENNANY REIDY ASSOCIATES
AS COPYRIGHT HOLDER EXCEPT AS AGREED FOR USE ON THE PROJECT FOR
WHICH THE DOCUMENT WAS ORIGINALLY ISSUED.
ALL RIGHT RESERVED BY THE LAW OF COPYRIGHT AND BY INTERNATIONAL
COPYRIGHT CONVENTIONS ARE RESERVED TO DENNANY REIDY ASSOCIATES LTD.
31/07/19
IRISH WATER STANDARD DETAILS AND CODE OF PRACTICE:
ALL OF THE SITE DRAINAGE WORKS SHOULD BE CARRIED OUT IN ACCORDANCE
WITH IRISH WATER'S (IW) "WASTEWATER INFRASTRUCTURE STANDARD DETAILS"
AND "CODE OF PRACTICE FOR WASTEWATER INFRASTRUCTURE".
FOR REINFORCED IN SITU ITEMS SUCH AS MANHOLES ETC, ALLOW H12
REBAR@200c/c BOTH FACES. NOTE THAT PRECAST OPTIONS ARE ALSO
SPECIFIED.
PIPE MATERIALS:
1. SERVICE CONNECTIONS FROM DWELLING TO BE 100mm Ø UNPLASTICISED
PVC IN ACCORDANCE WITH SECTION 3.13 OF IW CODE PRACTICE.
2. SITE SEWER TO BE THERMOPLASTIC STRUCTURED WALL PIPES IN
ACCORDANCE WITH SECTION 3.13 OF THE IW CODE OF PRACTICE.
TESTING:
1. SITE SEWER AND MANHOLES TO BE TESTED IN ACCORDANCE WITH
SECTION 4.10 OF IW CODE OF PRACTICE.
2. CCTV AND MANHOLE CONDITION SURVEYS TO BE CARRIED OUT IN
ACCORDANCE WITH SECTION 1.9 OF IW CODE OF PRACTICE IN ADVANCE OF
THE DEFECTS LIABILITY PERIOD.
NOTE: ALL MANHOLE COVER LEVELS TO BE CHECKED IN SITU TO ENSURE THAT
THEY ARE LEVEL WITH THE SURROUNDING FINISHED SURFACES.
22/08/19
A SURFACE WATER REVISED
CMcD AD JR
CMcD
CMcD
22/08/19 22/08/19
N
NE
E
SE
S
SW
W
NW
N
10/10/19
B GENERAL REVISIONS
CMcD AD JR
10/10/19 10/10/19
B
FFL=+8.66m
FFL=+9.00m
FSMH 10
DROP MH
CL =+13.10m
I.L.=+10.13m
I.L =+11.76m
FSMH 11
CL=+11.10m
IL= +9.80m
FSMH 12
CL =+11.40m
IL=+9.21m
SSMH 10
DROP MH
CL =+13.10m
I.L=+9.15m
I.L=+12.06m
1
:1
0
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:
1
6
F
A
L
L
1
:1
5
0
F
A
L
L
1
:
9
4
F
A
L
L
1:52 F
ALL
SSMH 11.3
CL=+ 11.20m
I.L=+ 8.54m
SSMH 11
CL= +12.48m
I.L =+8.08m
3
0
0
Ø
@
1
:2
0
0
F
A
L
L
1
:
1
5
0
F
A
L
L
AJ
AJ
AJ
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IC
AJ
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AJ
AJ
SVP
SVP
AJ
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AJ
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IC
IC
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
IC
AJ
AJ
SVP
SVP
SVP
AJ
AJ
AJ
AJ
IC
RG
RG
RG
RG
RG
RG
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
225m
mØ
S
W
EX.SW MH
CL=+ 7.84m
I.L=+ 6.57m
EX.SW MH
CL=+ 7.31m
I.L=+ 6.27m
2
2
5
m
m
Ø
S
W
EX.FW MH
CL=+ 7.37m
I.L=+ 6.50m
1
0
0
m
m
Ø
F
W
EX.FW MH
CL=+ 7.87m
I.L=+ 6.79m
150Ø
F
W @
1:29 ( E
NC
AS
ED
IN
C
ON
CR
ET
E)
150Ø
F
W @
1:77 (E
NC
AS
ED
IN
C
ON
CR
ET
E)
1
5
0
Ø
F
W
@
1
:
4
5
(
E
N
C
A
S
E
D
I
N
C
O
N
C
R
E
T
E
)
FW MH 3.0
CL = +7.90m
IL = +7.00 m
1
0
0
m
m
Ø
F
W
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SVP
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IC
AJ
SVP AJ
AJ
AJ
IC
CO
NT
IN
UIT
Y LIN
E
X
3
0
0
Ø
@
1
:2
0
2
F
A
L
L
SW MH 1.0
CL=+12.23m
IL = +8.10m
AJ
AJ
2
2
5
Ø
S
W
@
1
:
1
0
4
2
2
5
Ø
S
W
@
1
:7
1
ATTENUATION
TANK
CL=+9.08m
ToT= +8.18m
IL = +7.33m
VOL= 30m³
ATTENUATION TANK
CL=+11.50m
ToT= +10.20m
IL = +8.21m
VOL= 203m³
RG
RG
RG
RG
RG
RG
RG
2
2
5
Ø
SSMH 12
DROP MH
CL=+11.20m
I.L=+ 7.89m
S14
CL=+ 9.01m
I.L =+7.48m
FW MH 2.0
CL = +8.44m
IL = +7.54m
SW MH 3.0
CL=+9.15m
IL = +7.33m
AJ
AJ
AJ
AJ
S13
CL=+ 9.15m
I.L=+ 7.62m
SW MH 2.0
CL=+11.20m
IL = +7.90m
SW MH 4.0
CL=+9.01m
IL =+7.26m
EX.SW MH 6.0
CL=+ 8.44m
I.L=+ 7.15m
SW FC MH 11.1
CL=+12.34m
IL = +8.12m
SW MH 11.2
CL=+11.50m
IL = +8.21m
PETROL
INTERCEPTOR
FW MH 1.0
CL = +8.95m
IL = +8.05m
SW FC MH
5.0
CL=+8.63m
IL =+7.20m
FFL=+11.4m
FFL=+11.3m
FFL=+11.1m
FFL=+11.3m
FFL=+8.6m
FFL=+8.80m
225Ø
S
W @
1:190
PETROL
INTERCEPTOR
FFL=+8.66m
FFL=+9.00m
FSMH 8
CL=+ 14.80m
I.L=+ 12.49m
FSMH 10
DROP MH
CL =+13.10m
I.L.=+10.13m
I.L =+11.76m
FSMH 11
CL=+11.10m
IL= +9.80m
FSMH 15
CL=+10.20m
IL =+8.16m
FSMH 9
CL=+13.20m
I.L=+12.09m
FSMH 12
CL =+11.40m
IL=+9.21m
FSMH 13
CL =+11.30m
I.L.=+8.675m
SSMH 8
CL=+14.80m
I.L=+ 12.79m
SS MH 9
CL=+ 13.20m
I.L=+12.39m
SSMH 10
DROP MH
CL =+13.10m
I.L=+9.15m
I.L=+12.06m
1:1
00 F
ALL
1:150 FALL
1:150 FALL
1:150 FALL
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:
1
6
F
A
L
L
1
:1
5
0
F
A
L
L
1
:9
4
F
A
L
L
1:5
2 F
AL
L
SSMH 11.3
CL=+ 11.20m
I.L=+ 8.54m
SSMH 11
CL= +12.48m
I.L =+8.08m
300Ø @
1:200 FALL
1
:
1
5
0
F
A
L
L
1:150 FALL
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
SVP
SVP
AJ
AJ
AJ
AJ
AJ
IC
IC
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
IC
AJ
AJ
SVP
SVP
SVP
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
AJ
AJ
AJ AJ
IC
AJ
IC
SVP
SVP
SVP
SVP
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
225m
mØ
S
W
EX.SW MH
CL=+ 7.84m
I.L=+ 6.57m
2
2
5
m
m
Ø
S
W
EX.SW MH
CL=+ 7.31m
I.L=+ 6.27m
2
2
5
m
m
Ø
S
W
EX.FW MH
CL=+ 7.37m
I.L=+ 6.50m
1
0
0
m
m
Ø
F
W
1
0
0
m
m
Ø
F
W
EX.FW MH
CL=+ 7.87m
I.L=+ 6.79m
15
0Ø
F
W @
1
:2
9 ( E
NC
AS
ED
IN
C
ON
CR
ET
E)
150Ø
F
W @
1:77 (E
NC
AS
ED
IN
C
ON
CR
ET
E)
1
5
0
Ø
F
W
@
1
:
4
5
(
E
N
C
A
S
E
D
I
N
C
O
N
C
R
E
T
E
)
FW MH 3.0
CL = +7.90m
IL = +7.00 m
1
0
0
m
m
Ø
F
W
AJ
SVP
AJ
IC
AJ
SVP AJ
AJ
AJ
IC
CO
NT
IN
UIT
Y L
IN
E
X
X
300Ø
@
1:202 FA
LL
SW MH 1.0
CL=+12.23m
IL = +8.10m
AJ
AJ
2
2
5
Ø
S
W
@
1
:
1
0
4
2
2
5
Ø
S
W
@
1
:7
1
ATTENUATION
TANK
CL=+9.08m
ToT= +8.18m
IL = +7.33m
VOL= 30m³
RG
RG
RG
RG
RG
RG
RG
RG
ATTENUATION TANK
CL=+11.50m
ToT= +10.20m
IL = +8.21m
VOL= 203m³
300Ø @
1:200 FALL
RG
RG
RG
RG
RG
RG
RG
RG
RG
2
2
5
Ø
SSMH 12
DROP MH
CL=+11.20m
I.L=+ 7.89m
S14
CL=+ 9.01m
I.L =+7.48m
FW MH 2.0
CL = +8.44m
IL = +7.54m
SW MH 3.0
CL=+9.15m
IL = +7.33m
AJ
AJ
AJ
AJ
S13
CL=+ 9.15m
I.L=+ 7.62m
SW MH 2.0
CL=+11.20m
IL = +7.90m
FSMH 14
CL=+10.60m
IL =+8.31m
1:150 FALL
SSMH 11.5
C.L=+10.65m
IL=+9.32m
SW MH 4.0
CL=+9.01m
IL =+7.26m
EX.SW MH 6.0
CL=+ 8.44m
I.L=+ 7.15m
SW FC MH 11.1
CL=+12.34m
IL = +8.12m
SW MH 11.2
CL=+11.50m
IL = +8.21m
PETROL
INTERCEPTOR
FW MH 1.0
CL = +8.95m
IL = +8.05m
SW FC MH
5.0
CL=+8.63m
IL =+7.20m
FFL=+11.8m
FFL=+11.5m
FFL=+11.4m
FFL=+11.3m
FFL=+11.1m
FFL=+11.3m
FFL=+8.6m
FFL=+8.80m
SSMH 11.4
CL=+11.50m
I.L=+8.98m
225Ø @
1:200 (ENCASED IN CONCRETE)
22
5Ø
S
W @
1
:1
90
PETROL
INTERCEPTOR
DENOTES SITE BOUNDARY
NEW SURFACE WATER SEWER BY OTHER
NEW SURFACE WATER MANHOLE BY OTHER
EXISTING SURFACE WATER SEWER
NEW SURFACE WATER SEWER
NEW SURFACE WATER MANHOLE
NEW FLOW CONTROL DEVICE MANHOLE
PROPOSED SURFACE WATER ACCESS JUNCTION
PROPOSED ROAD GULLY
PETROL INTERCEPTOR
ATTENUATION TANK
EXISTING FOUL WATER SEWER
NEW FOUL WATER SEWER BY OTHER
NEW FOUL WATER MANHOLE BY OTHER
PROPOSED FOUL WATER SEWER
PROPOSED FOUL WATER MANJOLE
PROPOSED FOUL INSPECTION CHAMBER
PROPOSED FOUL ACCESS JUNCTION
AJ
RG
LEGEND:
IC
AJ
REV. DESCRIPTION
DATE
30 DRUMCONDRA RD UPPER
email: [email protected]
DRUMCONDRA
DUBLIN 9
web: www.dennanyreidy.ie
THE PARK
LORD EDWARD St.
LIMERICK
CONSULTING ENGINEERS & PROJECT MANAGERS
PLANNING
V94 840C D09 FT7K
PRODUCER VERIFIER APPROVER
DATE DATE
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES UNLESS
NOTED OTHERWISE.
2. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE.
3. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEER'S,
ARCHITECT'S AND SERVICE ENGINEER'S DRAWINGS AND SPECIFICATIONS.
4. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH CURRENT BUILDING
REGULATIONS.
Tel: 01 216 2956 (Dublin)
Tel: 061 310 701 (Limerick)
LIMERICK: DUBLIN:
COPYRIGHT AND OWNERSHIP OF THIS
DRAWING IS VESTED IN DENNANY REIDY
ASSOCIATES LTD. NO PART OF THIS
DOCUMENT MAY BE REPRODUCED OR
TRANSMITTED IN ANY FORM OR STORED IN
ANY RETRIEVAL SYSTEM OF ANY NATURE
WITHOUT THE WRITTEN PERMISSION OF
DENNANY REIDY ASSOCIATES AS
COPYRIGHT HOLDER EXCEPT AS AGREED
FOR USE ON THE PROJECT FOR WHICH THE
DOCUMENT WAS ORIGINALLY ISSUED.
ALL RIGHT RESERVED BY THE LAW OF
COPYRIGHT AND BY INTERNATIONAL
COPYRIGHT CONVENTIONS ARE RESERVED
TO DENNANY REIDY ASSOCIATES LTD.
B
B
IRISH WATER STANDARD DETAILS AND CODE PRACTICE:
ALL OF THE SITE DRAINAGE WORKS SHOULD BE CARRIED OUT IN ACCORDANCE
WITH IRISH WATER'S (IW) "WASTEWATER INFRASTRUCTURE STANDARD DETAILS"
AND "CODE OF PRACTICE FOR WASTEWATER INFRASTRUCTURE".
FOR REINFORCED IN SITU ITEMS SUCH AS MANHOLES ETC, ALLOW H12
REBAR@200c/c BOTH FACES. NOTE THAT PRECAST OPTIONS ARE ALSO
SPECIFIED.
PIPE MATERIALS:
1. SERVICE CONNECTIONS FROM DWELLING TO BE 100mm Ø UNPLASTICISED
PVC IN ACCORDANCE WITH SECTION 3.13 OF IW CODE PRACTICE.
2. SITE SEWER TO BE THERMOPLASTIC STRUCTURED WALL PIPES IN
ACCORDANCE WITH SECTION 3.13 OF THE IW CODE OF PRACTICE.
TESTING:
1. SITE SEWER AND MANHOLES TO BE TESTED IN ACCORDANCE WITH
SECTION 4.10 OF IW CODE OF PRACTICE.
2. CCTV AND MANHOLE CONDITION SURVEYS TO BE CARRIED OUT IN
ACCORDANCE WITH SECTION 1.9 OF IW CODE OF PRACTICE IN ADVANCE OF
THE DEFECTS LIABILITY PERIOD.
NOTE: ALL MANHOLE COVER LEVELS TO BE CHECKED IN SITU TO ENSURE THAT
THEY ARE LEVEL WITH THE SURROUNDING FINISHED SURFACES.
N
NE
E
SE
S
SW
W
NW
N
SCALE
PROPOSED FOUL & SURFACE WATER LAYOUTS- DWG 1 OF 2
1:250 @ A1
-
151
L200-151
L200-152
SCALE
KEY PLAN
1:250 @ A1
-
151
DEERPARK
ADARE,
Co. LIMERICK
NORTH SITE - PROPOSED FOUL & SURFACE WATER LAYOUTS-DWG 1 OF 2
LIMERICK CITY & COUNTY COUNCIL
CITY HALL
MERCHANTS QUAY,LIMERICK
1:250 @ A103/10/19
CMcD
LG
CMcD
AD
L200-151
AGENERAL REVISION
08/10/19
STR CMCD AD
08/10/19 08/10/19
BGENERAL REVISION
11/10/19
STR CMCD AD
11/10/19 11/10/19
FSMH 15
CL=+10.20m
IL =+8.16m
FSMH 12
CL =+11.40m
IL=+9.21m
FSMH 13
CL =+11.30m
I.L.=+8.675m
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
SVP
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
AJ
AJ
AJAJ
IC
AJ
IC
SVP
SVP
SVP
SVP
RG
RG
RG
RG
RG
RG
RG
RG
RG
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
CO
NT
IN
UIT
Y LIN
E
X
X
RG
RG
RG
RG
RG
RG
RG
RG
3
0
0
Ø
@
1
:2
0
0
F
A
L
L
RG
RG
FSMH 14
CL=+10.60m
IL =+8.31m
1:150 FALL
SSMH 11.5
C.L=+10.65m
IL=+9.32m
FFL=+11.8m
FFL=+11.5m
SSMH 11.4
CL=+11.50m
I.L=+8.98m
2
2
5
Ø
@
1
:2
0
0
(E
N
C
A
S
E
D
IN
C
O
N
C
R
E
T
E
)
DENOTES SITE BOUNDARY
NEW SURFACE WATER SEWER BY OTHER
NEW SURFACE WATER MANHOLE BY OTHER
EXISTING SURFACE WATER SEWER
NEW SURFACE WATER SEWER
NEW SURFACE WATER MANHOLE
NEW FLOW CONTROL DEVICE MANHOLE
PROPOSED SURFACE WATER ACCESS JUNCTION
PROPOSED ROAD GULLY
PETROL INTERCEPTOR
ATTENUATION TANK
EXISTING FOUL WATER SEWER
NEW FOUL WATER SEWER BY OTHER
NEW FOUL WATER MANHOLE BY OTHER
PROPOSED FOUL WATER SEWER
PROPOSED FOUL WATER MANJOLE
PROPOSED FOUL INSPECTION CHAMBER
PROPOSED FOUL ACCESS JUNCTION
AJ
RG
LEGEND:
IC
AJ
FFL=+8.66m
FFL=+9.00m
FSMH 8
CL=+ 14.80m
I.L=+ 12.49m
FSMH 10
DROP MH
CL =+13.10m
I.L.=+10.13m
I.L =+11.76m
FSMH 11
CL=+11.10m
IL= +9.80m
FSMH 15
CL=+10.20m
IL =+8.16m
FSMH 9
CL=+13.20m
I.L=+12.09m
FSMH 12
CL =+11.40m
IL=+9.21m
FSMH 13
CL =+11.30m
I.L.=+8.675m
SSMH 8
CL=+14.80m
I.L=+ 12.79m
SS MH 9
CL=+ 13.20m
I.L=+12.39m
SSMH 10
DROP MH
CL =+13.10m
I.L=+9.15m
I.L=+12.06m
1:1
00 F
ALL
1:150 FALL
1:150 FALL
1:150 FALL
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:1
5
0
F
A
L
L
1
:
1
6
F
A
L
L
1
:1
5
0
F
A
L
L
1
:9
4
F
A
L
L
1:5
2 F
AL
L
SSMH 11.3
CL=+ 11.20m
I.L=+ 8.54m
SSMH 11
CL= +12.48m
I.L =+8.08m
300Ø @
1:200 FALL
1
:
1
5
0
F
A
L
L
1:150 FALL
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
SVP
SVP
AJ
AJ
AJ
AJ
AJ
IC
IC
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
IC
AJ
AJ
SVP
SVP
SVP
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
IC
AJ
AJ
AJ
IC
AJ
AJ
AJ
AJ
AJ
AJ
AJ AJ
IC
AJ
IC
SVP
SVP
SVP
SVP
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
RG
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
225m
mØ
S
W
EX.SW MH
CL=+ 7.84m
I.L=+ 6.57m
2
2
5
m
m
Ø
S
W
EX.SW MH
CL=+ 7.31m
I.L=+ 6.27m
2
2
5
m
m
Ø
S
W
EX.FW MH
CL=+ 7.37m
I.L=+ 6.50m
1
0
0
m
m
Ø
F
W
1
0
0
m
m
Ø
F
W
EX.FW MH
CL=+ 7.87m
I.L=+ 6.79m
15
0Ø
F
W @
1
:2
9 ( E
NC
AS
ED
IN
C
ON
CR
ET
E)
150Ø
F
W @
1:77 (E
NC
AS
ED
IN
C
ON
CR
ET
E)
1
5
0
Ø
F
W
@
1
:
4
5
(
E
N
C
A
S
E
D
I
N
C
O
N
C
R
E
T
E
)
FW MH 3.0
CL = +7.90m
IL = +7.00 m
1
0
0
m
m
Ø
F
W
AJ
SVP
AJ
IC
AJ
SVP AJ
AJ
AJ
IC
CO
NT
IN
UIT
Y L
IN
E
X
X
300Ø
@
1:202 FA
LL
SW MH 1.0
CL=+12.23m
IL = +8.10m
AJ
AJ
2
2
5
Ø
S
W
@
1
:
1
0
4
2
2
5
Ø
S
W
@
1
:7
1
ATTENUATION
TANK
CL=+9.08m
ToT= +8.18m
IL = +7.33m
VOL= 30m³
RG
RG
RG
RG
RG
RG
RG
RG
ATTENUATION TANK
CL=+11.50m
ToT= +10.20m
IL = +8.21m
VOL= 203m³
300Ø @
1:200 FALL
RG
RG
RG
RG
RG
RG
RG
RG
RG
2
2
5
Ø
SSMH 12
DROP MH
CL=+11.20m
I.L=+ 7.89m
S14
CL=+ 9.01m
I.L =+7.48m
FW MH 2.0
CL = +8.44m
IL = +7.54m
SW MH 3.0
CL=+9.15m
IL = +7.33m
AJ
AJ
AJ
AJ
S13
CL=+ 9.15m
I.L=+ 7.62m
SW MH 2.0
CL=+11.20m
IL = +7.90m
FSMH 14
CL=+10.60m
IL =+8.31m
1:150 FALL
SSMH 11.5
C.L=+10.65m
IL=+9.32m
SW MH 4.0
CL=+9.01m
IL =+7.26m
EX.SW MH 6.0
CL=+ 8.44m
I.L=+ 7.15m
SW FC MH 11.1
CL=+12.34m
IL = +8.12m
SW MH 11.2
CL=+11.50m
IL = +8.21m
PETROL
INTERCEPTOR
FW MH 1.0
CL = +8.95m
IL = +8.05m
SW FC MH
5.0
CL=+8.63m
IL =+7.20m
FFL=+11.8m
FFL=+11.5m
FFL=+11.4m
FFL=+11.3m
FFL=+11.1m
FFL=+11.3m
FFL=+8.6m
FFL=+8.80m
SSMH 11.4
CL=+11.50m
I.L=+8.98m
225Ø @
1:200 (ENCASED IN CONCRETE)
225Ø
S
W @
1
:190
PETROL
INTERCEPTOR
DEERPARK
ADARE
Co. LIMERICK
NORTH SITE - PROPOSED FOUL & SURFACE WATER LAYOUTS- DWG 2 OF 2
LIMERICK CITY & COUNTY COUNCIL
CITY HALL
MERCHANTS QUAY
LIMERICK
PLANNING
CONSULTING ENGINEERS & PROJECT MANAGERS
30 DRUMCONDRA ROAD UPPER
Tel: 061 310 701 (Limerick)
email: [email protected]
DRUMCONDRA
DUBLIN 9
web: www.dennanyreidy.ie
Tel: 01 216 2956 (Dublin)THE PARK
LORD EDWARD St.
LIMERICK
LIMERICK: DUBLIN:
V94 840C
D09 FT7K
DATE
REV. DESCRIPTION
PRODUCER
DATE
VERIFIER
DATE
APPROVER
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES UNLESS NOTED
OTHERWISE.
2. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE.
3. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEER'S,
ARCHITECT'S AND SERVICE ENGINEER'S DRAWINGS AND SPECIFICATIONS.
4. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH CURRENT BUILDING
REGULATIONS.
1:250 @ A1
L200-152 A
A
COPYRIGHT AND OWNERSHIP OF THIS DRAWING IS VESTED IN DENNANY REIDY
ASSOCIATES LTD. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR
TRANSMITTED IN ANY FORM OR STORED IN ANY RETRIEVAL SYSTEM OF ANY
NATURE WITHOUT THE WRITTEN PERMISSION OF DENNANY REIDY ASSOCIATES
AS COPYRIGHT HOLDER EXCEPT AS AGREED FOR USE ON THE PROJECT FOR
WHICH THE DOCUMENT WAS ORIGINALLY ISSUED.
ALL RIGHT RESERVED BY THE LAW OF COPYRIGHT AND BY INTERNATIONAL
COPYRIGHT CONVENTIONS ARE RESERVED TO DENNANY REIDY ASSOCIATES LTD.
03/10/19
IRISH WATER STANDARD DETAILS AND CODE PRACTICE:
ALL OF THE SITE DRAINAGE WORKS SHOULD BE CARRIED OUT IN ACCORDANCE
WITH IRISH WATER'S (IW) "WASTEWATER INFRASTRUCTURE STANDARD DETAILS"
AND "CODE OF PRACTICE FOR WASTEWATER INFRASTRUCTURE".
FOR REINFORCED IN SITU ITEMS SUCH AS MANHOLES ETC, ALLOW H12
REBAR@200c/c BOTH FACES. NOTE THAT PRECAST OPTIONS ARE ALSO
SPECIFIED.
PIPE MATERIALS:
1. SERVICE CONNECTIONS FROM DWELLING TO BE 100mm Ø UNPLASTICISED
PVC IN ACCORDANCE WITH SECTION 3.13 OF IW CODE PRACTICE.
2. SITE SEWER TO BE THERMOPLASTIC STRUCTURED WALL PIPES IN
ACCORDANCE WITH SECTION 3.13 OF THE IW CODE OF PRACTICE.
TESTING:
1. SITE SEWER AND MANHOLES TO BE TESTED IN ACCORDANCE WITH
SECTION 4.10 OF IW CODE OF PRACTICE.
2. CCTV AND MANHOLE CONDITION SURVEYS TO BE CARRIED OUT IN
ACCORDANCE WITH SECTION 1.9 OF IW CODE OF PRACTICE IN ADVANCE OF
THE DEFECTS LIABILITY PERIOD.
NOTE: ALL MANHOLE COVER LEVELS TO BE CHECKED IN SITU TO ENSURE THAT
THEY ARE LEVEL WITH THE SURROUNDING FINISHED SURFACES.
CMcD
LG
AD
CMcD
N
NE
E
SE
S
SW
W
NW
N
SCALE
PROPOSED FOUL & SURFACE WATER LAYOUTS- DWG 2 OF 2
1:250 @ A1
-
152
L200-151
L200-152
SCALE
KEY PLAN
1:250 @ A1
-
152
AGENERAL REVISION
11/10/19
STR CMCD AD
11/10/19 11/10/19