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8
5
.
0
m
8
5
.0
m
8
3
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0
m
8
3
.0
m
8
3
.
5
m
8
4
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m
84.0m
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m
8
4
.5
m
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.5
m
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m
86.0m
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m
STOP
STOP
swept path for articulated HCV
footway
A to B
2.4m high security fence
automated weighbridges
pedestrian routes
through yard area
kerb
security fence connects
to retaining wall
swept path for articulated HCV
B to C
2.4m high security fence on
retaining wall (typical height 1.0m)
N
A
B
C
D
F
G
C to D
2.4m high security fence
truck wash-down
swept path for rigid body HCV
1.0m high barrier
E to F
3.0m high retaining wall
F to G
2.4m high security fence
L to H
1.0m high stone wall
16.00m
6
.
0
0
m
7.50m
3m x 120m sightline
to west of access
3m x 120m sightline
to east of access
9.0m x 3.5m parking bays
for rigid body HCVs
queue parking for
articulated HCVs loading
/ unloading at salt barn
17.02m
21.12m
9.56m
9.00m
3.50m
contour level for
existing ground
finished yard level
road markings delineate
movements through yard
D to E
2.4m high security fence on
retaining wall (typical height 1.0m)
E
H
I
J
K
L
K-J-I-H-G
1.0m high railing on
1.0m high stone wall
2.4m high security gate
passively safe bollards
to be installed in verge
S11
OF3
OF5
S10
S20
S30
S40
S50
S32
S31
F30
F20
F10
S13
S12
S12a
OF4
S33
8
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8
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.0
m
8
3
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m
8
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.0
m
8
3
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m
8
4
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m
84.0m
8
4
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5
m
8
4
.5
m
8
5
.
5
m
8
5
.5
m
8
6
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0
m
8
6
.0
m
86.0m
8
6
.
0
m
N
proposed surface water outfall pipe
existing 225mm dia. outfall
pipes from Retail Park
connect existing outfall pipes from
Retail Park to proposed outfall
flow control valve restricts
discharge from manhole S10 to
maximum permissible
outline of underground tank for storage of
surface water attenuated at manhole S10
existing surface outfall from
road through Retail Park
connect existing outfall from road
through retail park to drainage
system for proposed development
surface water pipe
gravity wastewater pipe
proposed wastewater
pumping station
gravity sewer discharges to
wastewater pumping station
wastewater rising main
connect to existing
150mm dia. watermain
watermain
wastewater rising main
contour level for
existing ground
indicative outline for
drainage area to truck-wash
hydrocarbon separator with
integrated silt chamber
existing open drain
remove existing headwall and
separator to existing surface water
outfall from road through Retail Park
LEGEND
Surface water manhole and pipe
Wastewater manhole and pipe
Pumped wastewater main
Watermain
Concrete Yard
Bituminous Surface
Building
Retaining Wall
Security Fence
Stone wall
Pedestrian Route
Administration Building / Machinery Workshop
(FFL 84.25m)
JD
PB
17032-DR-CEI-01
1:500 @ A1
01
A118/02/19
OS mapping reproduced under licence.
This drawing is the property of Kilgallen and Partners. Copyright.
FOR PLANNING APPLICATION PURPOSES ONLY. NOT TO BE
USED FOR ANY OTHER PURPOSE.
PROPOSED MACHINERY YARD AND REGIONAL SALT BARN,
JIGGINSTOWN, NEWHALL, NAAS
3 DANVILLE BUSINESS PARK, KILKENNY
KILGALLEN & PARTNERS
CONSULTING ENGINEERS
E-mail: [email protected], Web: www.kilgallen.ie
Tel: +353 56 770 1090, Fax: +353 56 770 5077
WELL ROAD, KYLEKIPROE, PORTLAOISE
E-mail: [email protected], Web: www.kilgallen.ie
Tel: +353 57 86 62860, Fax: +353 57 86 62861
KILDARE COUNTY COUNCIL
Regional Salt Barn
FFL 84.50m
Car Park Car Park
GENERAL LAYOUT FOR ROADS AND FENCING GENERAL LAYOUT FOR DRAINAGE
AND WATER SUPPLY
GENERAL LAYOUT OF CIVIL ENGINEERING
INFRASTRUCTURE
Administration Building / Machinery Workshop
(FFL 84.25m)
Regional Salt Barn
FFL 84.50m