behan house, date: drawn by:checked by:approved …...il = 13.111 ex cmh cl = 14.989 il = 14.139 ex...
TRANSCRIPT
PROPOSED FOUL DRAINAGE PLAN
C003
-
SCALE 1:250
15.060
14.40
14.40
15.00
14.70
14.40
14.95
16.40
1:21
14.85
14.95
1:50
1:51
1:51
1:51
14.495
1:21
14.40
14.50
14.50
15.00
14.638
15.250
15.00
15.00
1:21
1:50
1:50
1:50
15.250
16.05
15.600
15.510
1:36
15.32
15.50
15.60
15.80
16.50
14.40
15.060
15.800
1:44
15.80
16.50
15.80
15.442
15.800
16.05
15.060
14.40
14.40
15.00
14.70
14.40
14.95
16.40
1:21
14.85
14.95
1:50
1:51
1:51
1:51
14.495
1:21
14.40
14.50
14.50
15.00
14.638
15.250
15.00
15.00
1:21
1:50
1:50
1:50
15.250
16.05
15.600
15.510
1:36
15.32
15.50
15.60
15.80
16.50
14.40
15.060
15.800
1:44
15.80
16.50
15.80
15.442
15.800
16.05
A03
A04
A02
A05
A06
A07
AA
AB
AC
AD
AE
AI
AM
AL
AK
AJ
B05
B06
B07
B08
C01C02C03
C04C05C06
C07C08
B04
B02
A14
AH
AG
AF
A01
A01
A09A10
A11
A08
A08
A13A12
B01
BHBGBE
BJ
BA
BABB
BDBC
B03
BF
CE
CFCG
CH
CD
CCCB
CA
BK
BI
196.33 m²
Events Lounge
M-01
8.96 m²
Comms
G-16
4.57 m²
WC (ACC)
G-13
26.75 m²
Management
Office
G-10
70.95 m²
Plant 1
LG-07
77.98 m²
Plant 2
LG-08
22.84 m²
Switchroom
LG-10
22.50 m²
Substation
LG-09
324.53 m²
Co-working /
Commercial
LG-06
6.14 m²
WC (ACC)
LG-04
17200
14400
14400
16400
15500
15500
DCC LANDS
ST LUKES AVENUE
NEWMARKET
BR
AB
AZ
ON
P
LA
CE
A
R
D
E
E
S
T
R
E
E
T
16.14 m²
Parcel Store
G-06
6.25 m²
WC / Shower
G-07
32.59 m²
Laundry
G-11
148.43 m²
Performance
Hall
(Community/Student)
LG-01
M
E
W
P
A
C
C
E
S
S
R
O
U
T
E
92.13 m²
Bike Store
G-15
65.49 m²
Games Area
G-03
15.98 m²
Reception
G-09
52.14 m²
Private Dining
Room
G-18
15320
60l per bedspace
(1 per 62)
WELL(UG)
BUS STOP
14500
15088
122 bikes (1 per 3 beds)
+6 no. visitor spaces
77.90 m²
Bin store
G-14
P
O
S
T
B
O
X
E
S
15320
5
8
0
0
6
8
6
0
k
itc
h
e
n
e
tte
9.59 m²
Storage
G-12
172.63 m²
Entrance
Lounge
G-01
107.04 m²
Chill Out Zone
G-02
69.91 m²
Study
(Community/Student)
LG-02
4.50 m²
WC (ACC)
LG-05
11.92 m²
Meeting Room
G-08
20.00 m²
Generator
LG-16
e
x
te
n
t o
f e
x
is
tin
g
v
a
u
lts
6605
Co-working /
Commercial
37.40 m²
Cinema
G-04
115.91 m²
Student Street
G-05
79.54 m²
Gym
G-17
27.01 m²
TV Lounge
G-19
RECEPTION
CAFE
15600
15600
15320
15060
slo
p
e
1
: 2
5
slo
p
e
1
: 2
5
14500
15088
14850
v
e
n
d
in
g
m
a
c
h
in
e
s
EXISTING KERBLINE
PROPOSED LAY-BY LOCATION
A15
A15
A16
A16
(both spaces, includingWC and waste store)
Waste Store
8.7sqm
ZONE A
+32 bikes (1 per 2.4 beds)
ZONE B
+30 bikes (1 per 2 beds)
15500
14400
to vaults
WC
4.5sqm
yard
store
7sqm
55505550
14655323
2137
B09
53201465
5320
53201465
5320
55505550
39865550
55504493
5971
4345
5550
5550
5550
5550
5550
4228
6548
5550
5550
5550
4055
29153430
5308
44785550
5550
5321
2930
5570
55702930
53206000
5694
8633
5504
9107
594
9977
15217
11715
12455
14998
8820
1800
1800
4140
3546
13121
12044
11715
2265
2500
2400
8564
2535
10860
1980
1345
5000
6388
4500
2500
7554
5848
4067
4904
1
0
6
9
4
1
7
8
8
9
3
2
2
0
2
2
3
8
8
1
8
5
9
7
1
8
4
0
4
5
2
6
0
0
4
8
9
1
3
4
4
7
4
4
9
8
5
6
2
8
8
4
2
2
4
9
8
5
6
5
8
2
6
3
5
0
5
0
0
0
6
2
7
2
1
1
7
8
5
3
6
1
5
4
1
3
4
3
0
2
6
5
0
3
6
4
1
1
8
0
0
5
4
5
8
3
3
7
0
7
3
1
0
7
2
3
9
2411
2624
9064
9453
8717
1900
2910
3130
1900
1891
1900
1890
14050
11579
7340
9557
3095
4066
18888 28349
4972
10157
18961
3248
1062
496
586
505
1842
2723 1744
44585550
5143
11948
12001
1912
1918
1984
BLOCK A
BLOCK B
BLOCK C
wall mounted
cycle storage
(4 no. double
stack)
1
2
0
0
m
m
Ø
C
O
N
C
R
E
T
E
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
C
W
1
4
4
0
x
8
2
0
C
W
3
0
0
m
m
Ø
CW 790 x 490 BRICK
0 UN
KNO
WN
6
0
0
m
m
Ø
C
O
N
C
R
E
T
E
225m
m Ø
U
PV
C
FS
FS
FS
FS
FS
FS
EX CMH
CL = 14.798
IL = 11.858
EX CMH
CL = 15.442
IL = 12.352
EX CMH
CL = 15.390
IL = 11.820
EX CMH
CL = 15.483
IL = 12.583
EX CMH
CL = 15.409
IL = 13.429
EX CMH
CL = 15.361
IL = 13.111
EX CMH
CL = 14.989
IL = 14.139
EX CMH
CL = 14.687
IL = 13.187
SERVICE DUCT
EX CMH
CL = 14.731
IL = 12.821
EX CMH
CL = 14.717
IL = 12.747
EX CMH
CL = 14.601
IL = 12.171
EX CMH
CL = 14.419
IL = 12.169
2
0
0
m
m
M
O
P
V
C
2
0
0
2
1
5
0
m
m
M
O
P
V
C
2
0
0
1
110m
m M
OP
VC
2000
330m
m Ø
V
IT
RIF
IE
D C
LA
Y
4" CAST-IRON 1920
6" C
AS
T-IR
ON
1900
200mm MOPVC 2001
200mm MOPVC 2001
1
4
8
0
B
R
IC
K
1
2
5
m
m
H
P
P
E
2
0
0
9
6
"
C
A
S
T
-
I
R
O
N
1
9
2
0
4
"
C
A
S
T
-
I
R
O
N
1
9
0
0
1
0
''
C
A
S
T
-
I
R
O
N
1
9
0
0
7
"
C
A
S
T
-
I
R
O
N
1
9
0
0
6
"
C
A
S
T
-
IR
O
N
1
9
0
0
6" C
AS
T-IR
ON
1900
M
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
EX CMH
CL = 14.490
IL = 11.770
600mm Ø CONCRETE
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
600m
m
Ø
CO
NC
RE
TE
EX FMH
CL = 13.850
IL = 10.910
6" CAST-IRON 1900
6" C
AS
T-IR
ON
1
90
0
5
"
C
A
S
T
-
I
R
O
N
1
9
0
0
4
"
C
A
S
T
-
I
R
O
N
1
9
0
0
7
"
C
A
S
T
-
I
R
O
N
1
9
0
0
2
0
0
m
m
M
O
P
V
C
2
0
0
1
6
0
0
m
m
Ø
C
O
N
C
R
E
T
E
300m
m V
IT
RIF
IE
D C
LA
Y
330m
m Ø
V
IT
RIF
IE
D C
LA
Y
SITE BOUNDARY
FSMH 14
CL= 14.400
IL= 13.400
FSMH 09
CL= 14.400
IL= 13.150
FSMH 08
CL= 14.400
IL= 13.250
FSMH 19
CL= 14.400
IL= 13.320
FSMH 18
CL= 14.400
IL= 13.400
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
FS
FS
FS
FS
FS
FS
F
S
F
S
F
S
F
S
FS
FS
FS
FS
FS
FS
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
FS
FS
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
FS
FS
FS
FS
FS
FS
F
S
F
S
F
S
F
S
F
S
FS
FS
FS
FS
FS
FS
FS
FS
FS
F
S
F
S
FS
FS
FS
EX CMH
CL = 14.850
IL = 12.320
P.U.
P.U.
P.U.
F.G.
F.G.
F.G.
F.G.
P.U.
P.U.
P.U.
P.U.
P.U.
P.U.
F.G.
F.G.
1
5
0
m
m
Ø
2
2
5
m
m
Ø
2
2
5
m
m
Ø
1
5
0
m
m
Ø
225m
m
Ø
2
2
5
m
m
Ø
150m
mØ
225m
m
Ø
1
0
0
m
m
Ø
100m
mØ
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
0
0
m
m
Ø
1
5
0
m
m
Ø
1
5
0
m
m
Ø
1
5
0
m
m
Ø
225m
m
Ø
225m
m
Ø
225m
m
Ø
2
2
5
m
m
Ø
225m
m
Ø
150m
m
Ø
100m
m
Ø
1
0
0
m
m
Ø
150m
m
Ø
1
5
0
m
m
Ø
I.C 01
CL= 15.500
IL= 14.400
FSMH 01
CL= 15.500
IL= 14.500
FSMH 02
CL= 15.500
IL= 14.450
FSMH 03
CL= 15.500
IL= 14.300
FSMH 04
CL= 15.500
IL= 14.200
FSMH 05
CL= 15.000
IL= 13.800
FSMH 17
CL= 14.400
IL= 13.600
FSMH 16
CL= 14.400
IL= 13.650
FSMH 13
CL= 14.700
IL= 14.100
FSMH 06
CL= 15.000
IL= 13.500
FSMH 12
CL= 15.500
IL= 14.150
FSMH 11
CL= 15.500
IL= 14.200
FSMH 10
CL= 15.500
IL= 14.300
FSMH 07
CL= 14.400
IL= 13.400
I.C 04
CL= 15.500
IL= 14.200
I.C 02
CL= 15.500
IL= 14.460
I.C 03
CL= 15.500
IL= 14.350
GFL:
15.500
GFL:
17.200
GFL:
14.400
GFL:
15.000
GFL:
16.400
GFL:
14.400
GFL:
15.500
15.500
15.060
14.400
NEW MANHOLE AT
CONNECTION POINT
TO PUBLIC SEWER
14.500
14.500
15.250
14.400
AREA OUTSIDE SITE BOUNDARY
FOR WHICH CONSENT IS SOUGHT
FROM DUBLIN CITY COUNCIL TO
CONSTRUCT A LOADING BAY
• ALL FOUL DRAINAGE PIPES @ 1:150 U.N.O.
• ALL SURFACE WATER PIPES ARE 150mmØ @ 1:100 U.N.O.
• PIPES TO BE LAID WITH LEVEL INVERTS.
• ALL PIPE & MANHOLE REFERENCES RELATE TO MICRODRAINAGE ANALYSIS.
• ALL FOUL AND SURFACE WATER SEWERS WITHIN DEVELOPMENT SITE TO BE UPVC
SW
FS
LEGEND:
RAIN WATER DOWN PIPE
SURFACE WATER SEWER (EXISTING)
SURFACE WATER SEWER (NEW)
ACO
FLOOR GULLY
FOUL SEWER (NEW)
FSMH (NEW FOUL)
FOUL SEWER (EXISTING)
POP UP
S.V.P.
FMH (FOUL - EXISTING)
P.U.
SOIL VENT PIPE
SWMH (NEW SURFACE)
SMH (SURFACE - EXISTING)
RWP
I.C. (SURFACE)
I.C. (FOUL)
I.C. (EXISTING)
F.G.
BACK INLET GULLY TRAPB.I.G.T.
DRAINAGE CHANNEL
FOUL SEWER (DIVERTED)
EXISTING SEWER TO BE DECOMISSIONED
WATER MAIN (EXISTING)
PROPOSED WATER SUPPLY CONNECTED TO PUBLIC
SYSTEM (UNO)
METER (EXISTING)
MH (DEMOLISHED - EXISTING)
PERFORATED PIPE IN LINEAR SOAKAWAY @ 1:200
WITH 20-40mm CRUSHED LIMESTONE SURROUND U.N.O.
SLUICE VALVE (NEW)
H NEW FIRE HYDRANT (NEW)
NEW AIR VALVE (NEW)
NEW WASHOUT HYDRANT (NEW)WO
SLUICE VALVE OPEN (EXISTING)
COMBINED SEWER (EXISTING)
CMH (COMBINED - EXISTING)
M
SLUICE VALVE CLOSED (EXISTING)
FIRE HYDRANT (EXISTING)
PROPOSED INTERNAL WATER DISTRIBUTION
S.V.
FS
SW
SPRINKLER MAIN (NEW)
RISING MAIN (NEW)
NOTE:
NOTE:
VALVES, METERS AND HYDRANTS IN
LANDSCAPED AREAS TO BE INSTALLED
ON CONCRETE PLINTHS WITH MARKER
POSTS IN ACCORDANCE WITH IRISH
WATER STANDARD DETAILS.
DETAILS SHOWN ARE IN ACCORDANCE WITH
IRISH WATER STANDARD DETAILS AND CODES
OF PRACTICE. REFERENCE SHOULD BE MADE
TO CURRENT IRISH WATER STANDARD
DETAILS IN ADVANCE OF CONSTRUCTION.
ROOF AREA
SURFACING LEGEND:
SOFT LANDSCAPING AREA (GROUND LEVEL)
PERMEABLE PAVED AREA (GROUND LEVEL)
BUILDING OUTLINE
IMPERMEABLE PAVED AREA (GROUND LEVEL)
Checked by:Drawn by: Approved by:
Contractor:
Drawing Stage:
Project Name:
Drawing Title:
Revision:
Drawing No:
Scale: Project Number:
Notes
M&E Designer:
Architect:
Client:
Site Address:
Project Details:
Behan House,
10 Lower Mount Street,
Dublin 2. D02 HT71
Tel: +353 1 661 1100
e-mail: [email protected]
Web: www.cora.ie
Stage:
Type: Discipline:Level:Zone:Originator:Project:
Date:
PLANNING
TGB KO'M KO'M 15/04/2019
ARDEE POINT
1896
PROPOSED FOUL DRAINAGE PLAN
1:250 @A1
AP CORA 00 ZZ DR C 003 - PL6
NEWMARKET, DUBLIN 8
SUMMIX
HENRY J. LYONS ARCHITECTS
EDC ENGINEERS
REVISION SCHEDULE
REV. NO. REV. DESCRIPTION REV. DATE DRAWN CHECKED
PL1 ISSUED FOR PLANNING 14/03/2019 TGB KO'M
PL2 ISSUED FOR PLANNING 08/04/2019 TGB KO'M
PL3 ISSUED FOR PLANNING 15/04/2019 TGB KO'M
PL4 ISSUED FOR PLANNING 21/05/2019 JPC KO'M
PL5 ISSUED FOR PLANNING 12/08/2019 BF KO'M
PL6 ISSUED FOR PLANNING 28/08/2019 JPC JFC
N