8

5

.

0

m

8

5

.0

m

8

3

.

0

m

8

3

.0

m

8

3

.

5

m

8

4

.

0

m

84.0m

8

4

.

5

m

8

4

.5

m

8

5

.

5

m

8

5

.5

m

8

6

.

0

m

8

6

.0

m

86.0m

8

6

.

0

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

5

.

0

m

8

5

.0

m

8

3

.

0

m

8

3

.0

m

8

3

.

5

m

8

4

.

0

m

84.0m

8

4

.

5

m

8

4

.5

m

8

5

.

5

m

8

5

.5

m

8

6

.

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: Info@Kilgallen.ie, Web: www.kilgallen.ie

Tel: +353 56 770 1090, Fax: +353 56 770 5077

WELL ROAD, KYLEKIPROE, PORTLAOISE

E-mail: Info@Kilgallen.ie, 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