TSA Planning and Heron Property Ltd Tobermore Road Pre-Application Community Consultation
Proposed Development
The proposed development comprises the erection of a B2 Industrial Building to facilitate the expansion of an existing food production facility, with associated loading, storage, office and ancillary accommodation. The building will provide approximately 7,416sqm gross floor space and will accommodate loading and marshalling areas, storage facilities, plant rooms, office accommodation and staff welfare facilities. The proposed building will support the expansion of the existing food production facility. The products are stored under controlled conditions to develop their final characteristics prior to sale and distribution as part of the expansion of the existing food production facility. The building will also provide associated loading, storage, office and ancillary accommodation required to support the ongoing operation of the facility. The proposed building is of steel portal frame construction with a maximum height of approximately 15.6 metres, incorporating a lower eaves height of approximately 13.4 metres. External finishes will comprise Kingspan insulated roof and wall cladding panels in a combination of grey tones, with windows, doors and other external elements finished in RAL 9005 Jet Black. The development is intended to facilitate the continued operation and expansion of the business at this location, and will utilise the existing access arrangements onto Tobermore Road.
NOTES Do not scale from drawings. All discrepancies to be reported to the architect immediately. All dimensions to be verified by contractor on site prior to any works.
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REVISIONS: No:
Description:
Date: By:
Checked:
Sinks
3
EP
47.11 600Ø Pipe
IL
48.66
47.16
IL
SF
1000Ø Pipe
48.64
DP
48.36
48.01
47.17
48.64
63
5
O/H Elec Wires
48.57
48.68
48.52
49.500
49.0
49.20
48.68
48.36
49.97
4a
Roof=55.27
6
50.07
50.0
EP
49.72
48.61
49.0
14m
48.34
53.29 52.41
52.0
49.43
Wall
48.85
51.150
51.0
48.57
51.58
49.06
48.77 48.93
8.2m
7
53.01
MH
48.79
49.500
50.0
51.31
53.08
50.150
48.88
53.0
Wall
P 49.07 49.23 49.05 48.95
53.00
48.81
53.16
49.0
50.90
EP
50.250
49.18
49.0
49.100
MH
Issues
Kerb
52.0
49.28
50.05
P
LP
49.18
49.36
49.18
52.89
49.22
O/H Elec Wires
49.26
G 49.52 49.39 49.36
51.0
1.2m highretaining wall
Channel
49.61
53.05
49.41
49.26
49.30
53.01
49.65
Kerb
49.37
53.17
50.0
Kerb
50.250
49.61
O/H Elec Wires
49.64
49.49
Ridge=58.04
Eaves=56.39
LP
MH
52.91
49.74
49.59
49.47
49.42
52.350
49.53
49.60
53.0
O/H Elec Wires
53.32
G
Channel
49.62
49.65
49.700
MH
51.97
MH 49.69 49.79 49.8449.95
49.58
Bin
49.54
49.91 49.85
MH
FFL.
LP
49.57
51.250 52.0
49.72
49.80
MH
MH
EP
49.65
50.91
49.85
49.81
Wall
EP
49.94
49.97
50.0
LP
50.07
50.21
MH
50.17
53.53
Kerb
RH
49.89
49.75
Channel
MH
G 49.92 49.94
49.98
49.76
MH
Kerb
51.0
52.97
49.95
53.68
49.74
49.84
Barbed Wire Fence 1.10m
50.04
53.550
53.87
MH
49.86
50.05
50.16
50.250
52.60
51.65
50.02
50.55
49.78
4.6m
O/H Elec Wires
LP
50.15
50.250
50.29
Grass
50.17
50.20
50.33
49.96
51.21
50.34
Kerb
54.17
49.88
49.79
50.41
50.34
50.06
EP
49.78
Kerb
49.63
LP
49.61
49.91
G
G
50.44
MH
50.69
50.46
50.98
50.59
54.0
50.44
50.69
50.69
50.54
50.52
49.83
53.0
49.70
LP
Kerb
50.38
50.52
49.70
50.55
50.58
49.71
G
49.76
49.78
50.56
50.663 50.68
50.59
50.60
50.58
50.54
7
49.88
50.65
50.66
Kerb
Kerb
8
50.126
49.85
Kerb
50.55
Kerb
50.87 50.84
50.83
52.0
50.68
49.72
50.71
50.77
50.04
49.90
MH
Kerb
50.73
53.550
MH MH
50.85
50.78
50.81
50.80
50.84
49.75
MH
MH
50.78
49.92
LP
50.25 50.37 50.57
Canopy Edge
50.88
Canopy Edge
51.07
Channel
50.55
53.93
49.74
49.75
50.78
Wall
51.0
49.75
50.91
50.76
51.01
BL
BL
BL
BL
49.74 49.74
51.04
ER 50.94
ER
50.92
51.02
51.03
50.93
51.02
MH 51.03 51.03 49.75 49.72
ER
51.05
49.75
G
G
G
G
G
49.81
G
FL
49.94
49.78
DP
49.78
50.37
49.89
50.58
MH
50.95
51.02
Kerb
58.85
51.05
49.78
FL
50.68
50.79
53.20
Wall
50.78
50.28
49.80 49.98
Kerb
6
51.28
51.14
51.15
51.04
50.934
50.78
O/H Elec Wires
50.62
54.0
50.95
50.60
50.68
51.01
52.95
2.4m highretaining wall
ER 50.92 50.97
52.48
50.78
FL
52.00
DP
ER
G
Kerb
51.08
50.95
LP
51.04
51.10
50.06
50.29
BL
51.06 51.11
G G
54.12
51.17
51.00 Kerb Kerb 50.85
49.67
51.53
49.73 49.72
MH
G
CH
RS 51.37
Kerb Kerb
49.69
49.45
RS
51.100
51.21
G
51.39
51.33
51.06
51.30
50.45
G
49.70
49.39
51.23
51.45
BL
51.49
49.97
51.35
49.85
51.08
51.33
53.0
51.17
9
53.550
51.10
51.06
51.460 51.53
LP 50.67 50.62 Kerb
FL
50.21
51.12
N
52.0
49.81
MH
51.65
EP
51.63
49.95
51.79
51.28
53.22
49.80
51.77
Kerb
Ridge=61.20
51.86
51.69
Eaves=58.85
51.30
51.31
JB P
G
G
JB P
51.91
51.89
51.11
52.03
50.03
51.70
51.10
LP
52.98
50.90 50.91
ER
50.23
P
G
50.43
P
50.87
MH
52.01
50.08
51.15
54.10
ER
52.67
51.93 51.90
50.46
52.07
52.07
50.88
50.97
50.96
MH
Kerb
50.40
52.31
50.40
51.00
Kerb
Kerb
50.98
52.33
50.99
50.34
P
P
51.21
50.63
MH
LP
50.57
50.56
51.100
51.100
50.76
G
51.03
50.90
DP
50.58
52.02 52.48
50.87
50.36
52.54
52.34
DP P
P 52.52 52.63
P
P
50.99
1
50.649
51.450
51.18
54.0
52.57 52.38
52.45
Kerb
51.150
50.56
52.64 Wall
50.93
50.79
Kerb
50.43
52.45
50.89
G 50.95 50.93 50.93
50.97
50.99
50.84
50.91
G
52.51
50.92
50.98
ER
50.89
G
50.52
G
P 50.98
G
53.34
54.18 7.6m
FL
50.96
53.15
ER
50.86
50.94
50.95
50.93
50.90
50.88
MH
52.98
ER
R/Wall
Kerb
ER
50.81
50.80
P
R/Wall
Kerb
10
52.58
53.0
52.53
52.761
50.86
MH 51.31
G
G
G
Barbed Wire Fence 1.10m
50.89
52.47
52.58
Wall
G
G
53.09
53.550
52.58
50.74
51.61
52.87
52.80
51.11
51.30
50.90
53.02 53.01
52.52
52.47
51.22
52.88
53.07
52.54
54.0
53.03
52.63
52.86
51.10
(Overgrown)
53.13
52.66
53.17
BM 58.72
51.34
51.26
55.0
52.64
51.19
52.91
53.13
2
52.34
52.079
52.32
52.49
53.58 53.50
56.0
Crash Barrier
52.20
P
53.66
WM
TP
53.56
52.55
RS
52.30
58.0
52.58 52.72
56.53
Kerb
54.30 54.41 54.38
55.99 56.04
58.00
54.81
TP 52.97
51.95
52.41
55.40 55.14
57.0
52.98
Crash Barrier
53.10
51.84
Crash Barrier
Crash Barrier
52.21
MH
52.48
5
53.22 53.09 53.15
4
54.642
52.83
54.966
53.16
57.17
57.57 57.54
54.54
SV
57.90
52.18
56.96
58.64
56.75
58.62
56.81
G
58.35
52.21
53.86
56.48
54.98
52.45
53.56
52.37
52.29
53.06 53.06
52.83 52.90
53.80
56.46
56.85
54.88
57.47
57.98
58.22
55.95
55.35
O/H Elec Wires
57.09
52.41
56.82
52.39 52.44
52.38
53.38
52.90 52.92 52.99
56.75 57.09
54.43 54.35 54.44
53.87 53.90
58.10
56.78
57.54
56.06
54.99 54.97 54.90
57.08
57.33 56.79 56.87
56.55 56.52 56.65 56.75
52.72
O/H Elec Wires
SV SV
55.37 55.48
52.33
52.43
SV
52.60 52.69
52.37
53.33 53.34
52.54
58.37 58.03
G
AV
56.82 56.70
G
52.68
56.06 56.32
53.72 52.95
57.02 57.36
53.04
53.09 53.85
O/H Elec Wires
O/H Elec Wires
EP
52.59
EP
57.49 57.32 57.42
52.96
AP
57.62 57.49
55.45
53.36
53.45
53.93
Project :
at Magherafelt for Heron Bros Proposed New Industrial Building
54.08
57 Tobermore Road Proposed Block Plan
59.4
Title :
57.3
52.7
18/07/17
Iss
PROJECT NO: DATE:
1:500 26/05/26 M-1525b
CHECKED BY: DRAWN BY: DRAWING NO:
FR MMcC PL-03-1st
SCALE:
Conveyor
ESS
CH
Wb
33 King Street, Magherafelt, BT45 6AR n T: 028 7930 1126 info@mcgurk-architects.com n www.mcgurk-architects.com
Proposed Site Layout
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