HomeMy WebLinkAbout2660280 - F.I. Maps - Site layout planExisting Public Road
Carriage Level (Varies)
CROSSFALL 5%
Top of beveled kerb shall be a maximum of 20mm above existing
public road carriageway surface
40mm of 10mm nominal size close graded
wearing course bitumen macadam to comply with BS 4987.
60mm of 20mm nominal size dense basecourse
bitumen macadam to comply with BS 4987.
100mm dense bitumen macadam roadbase.
150mm minimum of sub-base material comprising type B granular
material in accordance with clause 804 of the specification for
roadworks laid to crossfalls.
300mm minimum of capping layer comprising crushed rock on a layer
of terram.
Road 2
3.
4
0
0
20
.
0
0
0
27
.
9
8
4
40
.
6
5
4
10
.
0
0
0
30
.
0
0
0
40
.
6
5
4
0.
0
0
0
CHAINAGE ON CENTRELINE (m)
11
0
.
8
3
1
11
0
.
0
0
1
10
9
.
2
0
3
10
7
.
8
6
9
I.
P
.
I.
P
.
I.
P
.
11
0
.
5
0
1
10
8
.
9
9
0
10
7
.
8
0
1
11
0
.
9
1
6
LEVELS ON CENTRELINE
OF CARRIAGEWAY (m)
11
0
.
0
0
1
10
9
.
2
0
2
10
7
.
8
6
9
11
0
.
5
0
4
10
8
.
9
9
0
10
7
.
8
6
9
LEVELS ON
LEFT HAND CHANNEL (m)
10
9
.
8
7
6
10
9
.
0
7
8
10
7
.
7
4
4
11
0
.
3
9
4
10
8
.
8
6
5
10
7
.
7
4
4
LEVELS ON
RIGHT HAND CHANNEL (m)
GRADIENT
-5.000% (-1 in 20.000)
LENGTH = 16.600m
GRADIENT
-10.000%
L = 7.984m
-10.526% (-1 in 9.500)
GRADIENT
LENGTH = 12.670m
VERTICAL DESIGN ON
CARRIAGEWAY CENTRELINE
CURVE
R = 164.000
L = 17.459
STRAIGHT
LENGTH = 19.168m
HORIZONTAL DESIGN ON
CARRIAGEWAY CENTRELINE
11
0
.
8
0
3
11
0
.
7
2
3
11
0
.
6
2
1
11
0
.
4
5
7
11
0
.
3
6
5
11
0
.
2
7
2
11
0
.
1
1
3
10
9
.
3
0
0
10
9
.
0
8
6
10
8
.
9
4
7
10
8
.
8
0
8
10
8
.
6
6
9
10
7
.
9
0
2
10
7
.
2
2
4
10
7
.
0
8
5
EXISTING LEVELS (m)
Datum: 101.000M AOD
Ro
a
d
1
MH
MHSV
110.09
110.25
SC
SCSCSCSC
LP
10
5
MH
104.95
Cable ht=113.37
FL
104.26
Top of Tree=123.48
111.21
MH
111.61
MH
111.56
MH
111.86
MH
MH
111.05
LP
10
8
10
5
FL
FL
104.48
104.45
104.53
FL
MH
MH
104.24
10
6
Utility Cover
10
7
10
4
10
3
10
5
102
104.20105Utility Cover
104
10
4
10
4
Top of Tree=121.99
Road 1
H.
P
.
1
1
0
.
7
4
5
L.P. 107.061
L.P. 107.173
L.
P
.
1
0
5
.
6
5
2
R=6.0m
R=10.00m
R=6.0m
110.870
110.531
110.419
109.683 108.829
1
0
8
.
6
1
0
5.0 [10'-7"]R=6.0m
5.0 [10'-7 1/2"]
4.9 [10'-3 3/4"]
2.4 [5'-0 1/2"]
15.6 [33'-1"]
R=10.00m
5.0 [10'-7"]
Existing entrance gates and posts
to be removed
Existing hedgerow to be trimmed
back to achieve and maintain
visibility splay at entrance.
Visibility splay at entrance shall be 49.00 x
2.40 x 1.05. Longitudinal gradient at
entrance shall be -5.00% for initial 16.00m
from public road edge. Refer to
Longitudinal Section.
Ro
a
d
2
New entrance gates and piers to be
provided complete with timber
post and rail fencing to be provided
as shown.
Dropped kerbs provided along edge
of footpath and kerb radii on both
sides of new entrance.
R.G
R.G
R.G
R.G
NwSMH
225Ø uPVC P
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e
t
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a
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e
S
t
o
r
m
D
r
a
i
n
a
g
e
Runoff from New
E
n
t
r
a
n
c
e
t
o
l
o
c
a
l
L
a
k
e
.
LOCATION OF
SITE NOTICE
Refer to Site Location Map
(2603-ARC-003 for full extent of
site boundary.
Existing gate entrance to rear of
residential property to be retained and
used to provide vehicular entrance
from proposed new entrance.
Extent of proposed new entrance
with pavement surface and kerbing
shown shaded.
Extent of 49.00m visibility splay from
new entrance, at a setback of 2.40m
from public road edge at entrance.
Visibility splay is not impeded or
obstructed along its entire length.
Extent of 49.00m visibility splay from
new entrance, at a setback of 2.40m
from public road edge at entrance. In the
event that the visibility splay is impeded
or obstructed along its length by existing
hedge rows or planting they shall be
trimmed back and maintained so as not
to affect the visibility from the entrance.
Note
Such hedgerows and/or planting fronts
property in the ownership of the
applicant.
Proposed new entrance gates (2#)
each 2.35m wide supported from
705x750x 2.10m high block/natural
stone and capped piers.
5.0 [10'-7"]
Existing 500x700x2.0m high block
piers to be retained where new
ornamental wrought iron gates (2#)
each 2.20m wide shall be fitted in lieu
of existing galvanised field gate.
4.6 [9'-9"]
5.0 [10'-6 1/2"]
R=6.0m
A North Sign& Gate Details Added July 2026 T.Finn
PARTNERSHIP
D E S I G N
CREATIVE INNOVATIVE
ARCHITECTURE CIVIL - STRUCTURAL ENGINEERING PROJECT MANAGEMENT
t 041 6857200 f 041 6857201 e info@finn.ie w www.finn.ie
Blakestown, Ardee, Co. Louth, Ireland
NOTES
6. Sizes of proprietary items shall be checked with manufacturer.
2. Work to figured dimensions only. Do not scale drawing.
1. Copyright Reserved 2003
5. Proprietary items shall be fixed in strict accordance with manufacturers instructions.
7. The contractor shall be responsible for the coordination of structure, finishes and services.
4. Where appropriate, for details of r.c. structure, or mechanical and electrical details, see Engineers drawings
3. The contractor is responsible for checking all levels and dimensions on site and shall refer all discrepancies to the Architect
AR
C
DRAWING. NO:
JOB NO:
c
CLIENT:
DATE:
STATUS:
SCALE:
CHECKED:
DRAWN:
TITLE:
PROJECT:
REV. NO:
REV. NO.DESCRIPTION DATE INITIALS
B100
2603
Jack & Donna McDonnell
As Shown @A2
June 2026
Planning Application
Castleblaney, Co Monaghan
T.Finn
-
Connabury
N53 Roadway
New Vehicular Entrance onto
Longitudinal Section
Site Layout Plan &
Scale 1 : 400100
Site Layout Plan1
Vertical Scale 1 : 100
Horizontal Scale 1:500
100
Longitudinal Section2
N
Scale 1 : 20100
Section @ Public - Entrance Rd Junction3
Existing drop-kerb, currently approximately 50 mm above the
adjacent public-carriageway surface, shall be removed together
with its existing bed, haunch and the affected entrance surfacing.
A new precast beveled vehicular crossover kerb shall be installed
with a target upstand of 20 mm, in accordance with TII Standard
Construction Detail CC-SCD-05141.
The private access shall be reconstructed to provide a smooth
transition from the public carriageway where it shall be laid at a
gradient of 5% from the public road along the new entrance for a
distance of circa 16.00m as shown on the longitudinal section.
The new entrance and access road shall be surfaced with bitmac
as specified from the public-road edge.
The interface with the existing public carriageway shall be
formed by a neat saw-cut joint. Thin or feather-edged surfacing
shall not be permitted. All disturbed pavement shall be
reinstated using properly compacted bound materials, and the
construction joint shall be sealed against water ingress.
Surface-water drainage from new entrance area and access
roadway shall not discharge onto the public road. Existing
public-road surface drainage shall remain unimpeded. Final
levels shall be confirmed by site survey before commencement,
where a road opening license shall be obtained in advance of
commencing any works within the public road and footpath
areas.
B Visibility Sighlines & Kerb Radii Altered Detail Added September 2026 T.Finn
REC
E
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D
:
1
0
/
0
9
/
2
0
2
6