bus parking - county...

DEMONSTRATION GARDENSE - 2.01

BUS PARKINGBUS PARKING

DEMONSTRATION GARDENSE - 2.01

LD-PRLD-PR LD-PR LD-PR LD-PR

LD-PRLD-PR

LD-PRLD-PR LD-PR

LD-PR

LD-PR

LD-PR LD-PRLD-PR

LD-PR LD-PRLD-PR

LD-PRLD-PR

LD-PRLD

-PR

LD-P

R

LD-PR

LD-P

R

LD-P

R

LD-P

RLD

-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-P

R

LD-PR

LD-PR

LD-PR

LD-P

R

LD-P

R

LD-P

R

LD-P

R

LD-P

R

LD-P

R

LD-P

R

LD-PR

LD-PRLD-PR LD-PR

LD-PRLD-PR

LD-PR

LD-PRLD-PR

LD-P

R

LD-PR

LD-PR

LD-PRLD-PRLD-PR

LD-P

R

LD-P

R

LD-PR

LD-PRLD

-PR

LD-P

RLD

-PR

LD-P

RLD

-PR

LD-P

RLD

-PR

LD-PR

LD-P

R

LD-P

R

LD-PR

LD-PR

LD-PR

LD-PR

LD-PRLD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

XFS

-EX

FS-EX

FS-EX

FS-EX

FS-E

X

FS-E

X

FS-E

X

FS-E

X

\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

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\

RGRG

RGRG

RG

RG

F1.0

04F1.003

F1.002

F4.000

F1.0

01

F2.003

F2.002

F3.0

00

F2.001

F2.0

00

F1.000

Existing Sewer

F1-4

F1-3

F4-0

F1-2

F1-0

F1-1

F2-3 F2-2F2-1

F2-0F3-0

SOAKWAY 1

SOAKWAY 2

IC

IC

<- DN225

<- DN225

<-DN225

FEATURE 1INLET 88.4mOUTLET 88.3m




IC

SLOT DRAIN

SLOT DRAIN

S2-0

S10-3

S10-2

S10-1

S10-0S1-1

S1-1

S1-1

S1-0

POSI

BLE

HIG

H L

EVEL

OVE

RFLO

W

S1.0

03

S10.

003

S10.002

S10.001

S10.000

S2.000

S1.0

02

S1.001

S1.0

00

375mm CONCRETE

375mm CONCRETE

225mm

UPVC

375m

m C

ONC

RETE

375m

m C

ON

CRET

E

375m

m C

ON

CRET

E

CL 102.336IL 110.861

CL 102.258IL 100.510

CL 102.279IL 100.484

CL 102.044IL 100.414

CL 99.461IL 97.894

CL 99.140IL 97.330

CL 97.670IL 94.690

CL 96.620IL 92.570

CL 93.06IL 89.810

375m

m C

ONCR

ETE

225mm DUCTILE IRON

225mm DUCTILE IRON225

mm DUCTILE IRON

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-E

X

FS-EX

FS-EX

FS-EX

375m

m C

ONC

RETE

FS-E

X

FS-E

X

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-E

X

FS-E

X

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EXFS-EX

FS-EXFS-EX

FS-EXFS-EX

FS-EXFS-EX

FS-EXFS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

FS-EX

450mm CONCRETE

450mm CONCRETE

450mm CONCRETE

450m

m CONCRETE

225mm

UNKNOWN

225mm UNKNOWN

225mm UNKNOWN

450mm CONCRETE

300mm UNKNOWN

LD-PR

LD-PR

LD-PR

LD-PRLD-PRLD-PRLD-PRLD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR

LD-PR LD-PR LD-PR LD-PRLD-PR LD-PR LD-PR

LD-PR LD-PR LD-PRLD-PR LD-PR LD-PR LD-PR

LD-PR LD-PR LD-PR LD-PR LD-PRLD-PR LD-PR LD-PR LD-PR LD-PR

LD-PRLD-PR

LD-PR LD-PRLD-PR LD-PR LD-PR

LD-PRLD-PR

LD-PRLD-PR

LD-PRLD-PR

LD-PRLD-PR

LD-PR LD-PR LD-PR LD-PR LD-PRLD-PR LD-PR LD-PR

LD-PR LD-PR LD-PR LD-PR LD-PR LD-PR LD-PRLD-PR LD-PR LD-PR LD-PR LD-PR LD-PR LD-PR LD-PR LD-PR LD-PR

LD-PRLD-PR

LD-PR LD-PRLD-PR LD-PR LD-PR

LD-PRLD-PR

LD-PRLD-PR

LD-PRLD-PR

LD-PRLD-PR

<- DN

225

<- DN

225

<- DN

225

<- DN

225

<- DN

225

<- DN

225

<- DN

225

<- DN

225

<- DN

225

CARE CENTRE

VISITORCENTRECAFE

SKATE PARK

TOILET/CHANGING

PROPOSED PERMEABLE PAVING. SURFACERUN-OFF ENTERS FILTRATION MEDIUMTHROUGH PARKING BAYS AND IS DISTURBEDTHROUGHOUT CAR-PARK VIA BELOW GROUNDDISTRIBUTION PIPES TO MAXIMISE INFILTRATIONCAPACITY

RG

PROPOSED DRAINAGE LEGEND

PROPOSED FOUL

PROPOSED SURFACE WATER

PROPOSED SLOT DRAIN

PROPOSED INSPECTION CHAMBER

SLOT DRAIN

F1-0 F1.000

S1-0 S1.000

PROPOSED GULLY

IC

LD-PR LD-PR

LD-PR LD-PR

PROPOSED FILTER DRAIN WITHIMPERMEABLE LINER

PROPOSED INFILTRATION TRENCH

PROPOSED SUSTAINABLE DRAINAGE SYSTEMS(SUDS) LEGEND

PROPOSED PERMEABLE PAVING PARKING

PROPOSED SOAKWAY

WETLAND FEATURE

FS-EX FS-EX

\ \ \ \ \ \ \ \ \ \

EXISTING DRAINAGE LEGEND

EXISTING SURFACE WATERBASED ON RECORDEXISTING RISING MAIN -RECORD

EXISTING FOUL BASED ONIRISH WATER RECORDS

GEOMEMBRANE BROUGHT UP TO HAUNCHEDKERB AND CUT OFF FLUSH WITH SURFACEOF PERMEABLE PAVING BLOCKS

STANDARDKERB BLOCK

GEOMEMBRANE

110MM PVC-UPIPE

GEOMEMBRANE BROUGHT UP TOHAUNCHED KERB AND CUT OFFFLUSH WITH SURFACE OFPERMEABLE BLOCKS

FLOW PATH TOFOLLOW CONTOUR

DIRECTION OF SLOPE

200 200 200

600

600

GEOMEMBRANE AROUNDLATERAL RESTRAINTBAFFLES

NOTE:

OPTIONAL GEOGRIDSUB-BASE REINFORCEMENT

TANKED SYSTEM SECTION - SLOPING SITESLATERAL RESTRAINT BAFFLES MAY BE INCORPORATED DUE TO SLOPING NATURE OF SITE.NOT TO SCALE

TANKED SYSTEM PLAN - SLOPING SITESLATERAL RESTRAINT BAFFLES MAY BE INCORPORATED DUE TO SLOPING NATURE OF SITE.NOT TO SCALE

200MM HIGH CONCRETELATERAL RESTRAINT BAFFLES

AT 10M CENTRES

200MM HIGH CONCRETELATERAL RESTRAINT BAFFLES

AT 10M CENTRES110MM PVC-UPIPE

200mm SUB BASE AS TYPE 4-40COARSE GRADED AGGREGATE TOBS EN 13242.2002

150mm MODIFIED SUB BASE AS TYPE 4-20HYDRAULICALLY BOUND AGGREGATE TOBS EN 14227-1:2004 OR SIMILAR

50mm BEDDING LAYER - TYPE 2/6.3TO BS EN 13242:2002

80mm THICK PERMEABLE BLOCK PAVING SYSTEMWITH BRUSHED IN JOINTING MATERIAL TYPE 2.63

SITE BOUNDARY

BOUNDARY LEGEND

cBY

PUNCH Consulting EngineersThis drawing and any design hereon is the copyright of the Consultants and must not be reproduced without their written consent.All drawings remain the property of the Consultants.

Figured dimension only to be taken from this drawing. All dimensions to be checked on site.Consultants to be informed immediately of anydiscrepancies before work proceeds.

REV. AMENDMENT DATE

Date:

Scale @A0:

Drawn:

Drawing No:

Stage:

Title:

Job:

Rev:

Tech. Check:

Eng. Check:

Approved:

t +353 1 271 2200 | f +353 1 271 220 | e [email protected]

97 Henry Street, Limerick, Irelandt +353 61 221 200 | f +353 61 221 201 | e [email protected]

Copley Hall, Cotters Street, Cork, Irelandt +353 21 462 4000 | f +353 21 462 4001 | e [email protected]

DublinLimerickCork

Carnegie House, Library Road, Dun Laoghaire, Co. Dublin, Ireland

www.punchconsulting.com171-179-002 PL0

CHERRY AVENUE PARK PART 8 KILDARE COCOPROPOSED DRAINAGE LAYOUT

PLANNING

1:500

KOBrien

2017-04-10

KOBrienMOConnorJTiernan

PROPOSED CONNECTION TOEXISTING FOUL SEWER BASED ONIRISH WATER RECORDS

PR0 PRELIMINARY ISSUE OF DRAWING KOB 2017-04-10

Ordnance Survey Ireland Licence No EN 0003717© Ordnance Survey Ireland/Government of Ireland

PR1 SITE LAYOUT PLAN UPDATED KOB 2017-06-21

PL0 PLANNING ISSUE KOB 2017-06-30

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