HomeMy WebLinkAbout2660324 - Site layout planGSPublisherVersion 0.0.100.100
Drawing Number
Status Purpose of Issue
Client Approval
A - Approved
B - Approved with Comments
C - Do Not Use
Notes
Scales @ A1 Issuing Office Project No.
a. A-Tek Building Unit 2,
4 Edenaveys Industrial Estate
Armagh, Co. Armagh, BT60 1NF
t. (028) 3752 2271
f. (028) 3751 7590
e. info@daarchitectsltd.com
w. www.daarchitectsltd.com
Project Title :
Drawing Title :
scale checkeddatedrawn
Client :
a. North End
Larne Harbour
Larne, Co Antrim, BT40 1AJ
t. (028) 28269502
f. (028) 28269502
e. info@daarchitectsltd.com
w. www.daarchitectsltd.com
No part of this document may be reproduced or transmitted in any form or stored
in any retrieval system of any nature without the written permission of da architects ltd.
as copyright holder except as agreed for use on the project for which the document
was originally issued.
RevID Issue ID Issue Name Issue Date Issuer-Intls Status Approved by
In addition to the hazard/risks normally associated with the types of work detailed on this drawing take note
of the above. It is assumed that all works on this drawing will be carried out by a competent contractor
working, where appropriate, to an appropriate method statement.
Safety Health and Environmental Information Box
####
####
####
####
Construction Risks Maintenance/cleaning Risks Demolition/adaptation Risks
da
architects ltd
Project no.Drawing no.Revision
Mr T Shanahan & Mrs B Neary
Dwelling at Coolartragh Clontibret Co Monaghan
2526
SN GHF
N
1.40014.85912.411
31.845
8.9850.61870.000
70.000 13.6925.804
2.500
5.920
22.063
15.256 23.83820.1199.144
16.184
34.25416.262 24.8044.425
3.506
7.955steps up
153.50152 .54150.82150.44
149 .45148 .98149.47149.38
150 .38151.21151.43
151 .50151 .00149.68146.04146.26
146.37146.84148.27149 .25150 .33150.82 150.38149.62148.82 148.29147.83
149 .63149.83150 .20150 .69151.10
151 .49151.95151.57151 .47151.58150 .94150.61151.17
151.45151.98151.90151.74
152.06152 .33152 .69153.05
153.15152.94
152 .49152 .06151 .95151.63151.75151 .69151 .64152.11152 .67152 .99153 .38153.26
153.55154 .03153.54 153.19152 .87151 .97151.54
152 .10151.86
152 .77153 .21153.20153.74153.74153.89154 .11154 .05154.38154.52148.63
146 .76POST
155 .96
TP
155 .12 154 .83
POST POST 154 .64 154 .32 153 .85 153 .16
TP 152 .03 151 .33 150 .31
TP
POST
POST IL=144.31IL=144.84152 .82
153.42152.70152.20151.48150.71150.43150.54151.49151.96152.65152.89153.33154.10154.08151 .34
154 .51
146.5
154
154
149.5
149.5
149.5
149.5
149.5
152.5
152.5
152.5
152.5
152.5
147
147
153.5
153.5
153.5
148.5
148.5
148.5
153
153
153
153
153
149
149 149147.5
147.5
150
150
150
150
150
151.5151.5
151.5
151.5
151.5
151.5
151.5
151.5
151
151
151
151
151
151
151
150.5
150.5
150.5
150.5
150.5
150.5
152
152
152
152
152
152
148
148
148
FENCEFENCETRACKTRACKDITCHDITCHROAD
verge
road verge
verge
verge
OUTLINE SPECIFICATIONS FOR
MOUNDED SOIL POLISHING
FILTER
1. Treated effluent from the
mechanical aeration sump unit shall
be pumped Intermittently, or fed by
gravity if the levels allow, to the
distribution chamber on the mound
feeding the 5 percolation trenches.
The raised mound shall be 1.3m in
height throughout its area and
consist of the topsoil from the site
supplemented by imported good
quality topsoil. The mound shall
measure 13m x 13m and may be
landscaped into the contours of the
site.
2. The slope of the percolation
trenches from the distribution
chamber shall be 1 in 200
3. The length of each of the 5
percolation trenched shall be 10m.
Total length 50m.
4. The separation distance between
the percolation trenches shall be 2m
(ie 2.5m centre to centre)
5. Percolation pipes shall be 100mm
diameter smooth wall uPVC sewer
pipes, perforated at 4, 6 and 8
o’clock. Perforations shall be 8mm
diameter, at 75mm centers along the
pipe. Holes shall be checked before
installation to ensure they are free
from debris.
6. The width of each percolation
trench shall be 500mm.
7. The depth of each percolation
trench shall be 600mm below the
mound surface.
8. Percolation pipes shall be laid on
a 250mm bed of washed gravel,
having particles in the range of 8 -
32mm.
9. Pipe surround shall be washed
gravel, having particle size in the
range 8 – 32mm.
10. Pipe cover shall be 150mm
depth of washed gravel, having
particle size in the range of 8 –
32mm.
11. Geotextile layer to be placed on
top of this followed by 100mm
topsoil to top of mound.
12. Geotextile shall be in
accordance with EN ISO 10319.
Access / inspection points and vents
shall be provided for the ends of the
percolation pipes. Covers shall be
visible and installed to prevent the
ingress of water. They shall be
suitable for rodding and scouring
purposes.
13. A surface land drain 1m deep
shall be employed upslope of the
raised mound soil polishing filter and
not closer than 2m to divert surface
water away from it and to lower the
water table in this area.
14. Ensure that the well proposed
for the site satisfies the minimum
distance from the percolation area
WELL
percolation area
AA50.60m
Key
Site
Proposed site area - 2485 m2
Proposed garden area - 710 m2
Proposed hardstanding area - 737 m2
Existing tree planted boundaries
to be retained
Existing hedgrow to be retained,
pruned and thickened
New indigenous trees screen planting
New indigenous hedgrow
50.33 Existing Levels
New Proposed Levels
Existing Wall
New Proposed Wall
ABB SPECIES
Hedgerow
CM Crataegus monogyna
Tree Planting
BP(f) Betula pendula (Birch)
FE(f) Fraxinus excelsior (Ash)
QR(f) Quercus robur (Oak)
SIZE
1+1 transplant 40-60
12-14 cm RB
12-14 cm RB
12-14 cm RB
Den
sity
(per
m2)0.5 m/c
-
-
-
Buffer Planting Schedule
New Proposed Fence
PS(f) Pinus sylvestris
-
-
Spiraea
250-300 cm RB
12-14 cm RB
FFL 150.600
planter
planter
planter
planter
bbq
seating
planter planter
new boundary fence + hedge (see landscape plan for further detailRETAINED
AGRICULTURAL
LAND
POST
sight lines 70 m x 2 .4 m x 1 .05 /2 m (according to 15 .27 County Development Plan 2019 -2015 )
sight lines 70m x 2.4m x 1.05/2m (according to 15.27 County Development Plan 2019-2015)
Site Entrance
Existing Hedge Height 1570mm
open dry ditch
seating
neighbouring hedge and fence to be maintained
to allow for visible distance for sight lines
surface land drain existing boundaryexisting
bounda
r
y
existing boundaryProposed Dwelling
Garage
Courtyard
Driveway
Driveway
Garden
Garden
1:200 slope
Local Class 2 Road retaining wallramp
12345 6
1
2
3
151.91
steps up
steps up
MH F1
MH S2
New entrance
gates & piers
ramped pathway ramped pathway
151.51m
150.58m
149.65m
149.00m
149.00m149.00m
148.50m
147.95m
148.30m
148.60m
149.00m
147.98m
147.90m
148.90m
Entrance
Entrance
149.00m
149.00m plantersteps up
steps up
146 .76Sightlines
Site Boundary
SITE NOTICE
LOCATION bounda
r
y
boundary
boundary boundary boundary boundaryC
C
B
B
Terrace
Terrace boundaryProposed site plan
02
1:200 @ A1 27.11.2025
Proposed site plan 1 : 200
Planning
issue
a
a client Value engineering 04/03/26RECEIVED: 28/07/2026