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: info@cora.ie

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