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
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\\
\
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
FEATURE 4INLET 87.4mOUTLET 87.3m
FEATURE 2INLET 87.9mOUTLET 87.8m
FEATURE 3INLET 87.4mOUTLET 87.3m
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
