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Level
ALIGNMENT - TOPSOIL STOCKPILE - LONGSECTION
120
125
130
135
Chainage
Existing Levels
00.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
140.000
150.000
160.000
170.000
180.000
190.000
192.671
121.230
122.967
124.007
125.025
126.325
127.253
127.879
128.502
129.129
129.623
130.042
130.396
130.691
130.926
131.000
131.000
131.000
130.965
130.851
130.752
130.742
Main Distributor Rd.
Existing Ground
Interceptor drain
Existing ditchline
F.F.L. 134.000m
Overhead cables
No.1No.2
N
o
.1
1
N
o
.1
0
N
o
.
1
2
N
o
.
1
3
N
o
.
1
4
No.9
N
o
.
1
5
N
o
.
1
6
N
o
.
1
9
N
o
.
1
7
N
o
.
1
8
N
o
.
2
0
N
o
.
2
1
N
o
.
2
4
N
o
.
2
2
N
o
.
2
3
N
o
.
2
5
N
o
.
2
6
N
o
.
1
0
4
N
o
.
1
0
3
N
o
.
1
0
7
N
o
.
1
0
5
N
o
.
1
0
6
N
o
.
1
0
9
N
o
.
1
0
8
N
o
.
1
1
0
N
o
.
1
1
4
N
o
.
1
1
1
N
o
.
1
1
2
N
o
.
1
1
3
N
o
.
1
1
6
N
o
.
1
1
5
N
o
.
2
7
N
o
.
2
8
N
o
.
2
9
N
o
.
3
0
N
o
.4
6
N
o
.
3
1
N
o
.
3
2
N
o
.4
7
N
o
.4
4
N
o
.4
5
No.48
N
o
.4
3
N
o
.4
2
No.49
N
o
.5
1
N
o
.5
0
N
o
.5
3
N
o
.5
2
N
o
.5
4
N
o
.1
4
1
N
o
.1
4
5
N
o
.1
4
2
N
o
.1
4
6
N
o
.1
2
6
N
o
.1
4
3
N
o
.1
4
4
N
o
.1
2
5
N
o
.1
2
9
N
o
.1
2
8
N
o
.1
3
0
N
o
.1
2
7
N
o
.
1
4
9
N
o
.
1
4
8
N
o
.
1
6
0
N
o
.
1
5
9
N
o
.
1
6
1
N
o
.
1
6
2
N
o
.
1
6
4
N
o
.
1
6
3
N
o
.
1
6
5
N
o
.
1
6
6
N
o
.
1
6
7
N
o
.9
7
N
o
.9
6
N
o
.9
8
N
o
.9
5
N
o
.
1
6
8
N
o
.9
4
N
o
.9
3
N
o
.7
0
N
o
.7
2
N
o
.7
3
N
o
.7
5
N
o
.7
8
N
o
.8
0
N
o
.6
9
N
o
.7
1
N
o
.7
4
N
o
.7
6
N
o
.7
7
N
o
.7
9
N
o
.8
2
N
o
.8
1
N
o
.8
4
N
o
.8
3
N
o
.8
5
N
o
.8
6
N
o
.8
8
N
o
.8
7
N
o
.9
0
N
o
.8
9
N
o
.9
2
N
o
.9
1
N
o
.9
9
N
o
.3
3
N
o
.3
4
N
o
.3
5
N
o
.3
6
N
o
.3
7
N
o
.3
8
N
o
.3
9
N
o
.4
0
N
o
.4
1
N
o
.5
5
N
o
.5
6
N
o
.5
7
N
o
.5
8
N
o
.5
9
N
o
.6
0
N
o
.6
1
No.3No.4
No.5 No.6
No.7No.8
N
o
.1
6
9
N
o
.1
7
0
N
o
.1
7
1
N
o
.1
7
2
N
o
.1
7
3
N
o
.1
4
0
N
o
.1
3
9
N
o
.1
3
8
N
o
.1
3
7
N
o
.1
3
6
N
o
.1
3
5
N
o
.1
3
4
N
o
.1
3
3
N
o
.1
3
2
N
o
.1
3
1
N
o
.1
7
8
N
o
.1
7
7
N
o
.1
7
6
N
o
.1
7
5
N
o
.1
7
4
N
o
.1
1
7
N
o
.1
1
8
N
o
.1
1
9
N
o
.1
2
0
N
o
.1
2
1
N
o
.1
2
2
N
o
.1
2
3
N
o
.1
2
4
N
o
.
1
5
0
N
o
.
1
5
1
N
o
.
1
5
2
N
o
.
1
5
3
N
o
.
1
5
4
N
o
.
1
5
5
N
o
.
1
5
6
N
o
.
1
5
7
N
o
.
1
5
8
128.979
129.316
128.742
1C3A1
3B43B4
3B4
3B4
3A11C
3B4
3B4
7C
6A
6B
7A
7B
8.3
10C
7A
6A
7A
6A
10C
12C
3B4
3B4
3B4
3B4
3A1
1C
7B
7A
6B
6B
7A
7C
3B4
3B4
6A
6A
7B
7C
7D
7A
6A
6A
7C
6A
6A
10C
7B
4CD1
4EF1
4CD1
8.3
8.3
4CD1
4CD1
1C
3A1
3A1
1C
8.3
6A
6A
7E
10C
10C
7A
6A
6A
6A
7A
6A6A
7E
10C
6A
7A
7B
7D
7C
6A
6A
6B
6A
7A
7A
7A
7A
7B
7B
7C
7C
3B4
3B4
3B4
3B4
3A1
1C
8.3
8.3
8.3
8A.3
8.3
13B4
3B4
3B4
3B4
3B4
3B4
3B4
6A
6A
6A
7A
10C
6A
7C
7C
7A
7B
1C
3A1
3B4
3B4
3B3
3B3
3B3
3B3
3B3
3B3
3B4
3B4
3B4
3B4
3B4
3B4
3B4
11A4
11B4
3B4
3B4
3B4
3B4
3B4
3B4
3B4
3B4
3B4
5A1
8.3
No.62
No.63
No.64
No.65
No.66
No.67
No.68
N
o
.1
0
0
N
o
.1
0
1
N
o
.2
N
o
.
1
4
7
8A.3
3B4
7B
6A
6A
7A
7A
10C
4EF1
4EF1
4EF1
4EF1
4EF1
4EF1
4EF1
N
o.1
7
N
o.1
8
No.24
No.25
No.2
6
No.27
No.28
No.34
No.3
3
No.3
2
No.3
0N
o.2
9
No.3
9
No.3
8
No.3
7
No.3
6
No.3
5
No.40
No.41
N
o
.
4
2
N
o
.
4
3
No.50
No.51
No.52
N
o
.
5
3
N
o
.
5
4
N
o
.
5
5
N
o
.
5
6
N
o
.
5
8
No.67 - 75
N
o
.
6
3
N
o
.
6
4
N
o
.
6
5
N
o
.
6
6
N
o
.
4
4
N
o
.
4
6
No.49
3A
3
3A
3
7B
6B
1A
3A
3
1A
3A
3
5A
1
7C
1
1A
3A
3
5A
1A
3A
3
3
A
3
1A
3
A
3
3
A
3
3
A
3
3
A
3
1
4
.
1
3A
3
3A
3
N
o.1
0
N
o.0
9
3A
3
N
o.0
8
3A
3
No.3
1
6B
3A
3
3A
3
3
A
3
3
A
3
3
A
3
3A
3
3A
3
3A
3
3
A
3
3
A
4
3
A
3
3
A
4
8
.
2
N
o
.
5
7
3
A
3
3
A
3
3
A
3
N
o
.
5
9
N
o
.
6
0
N
o
.
6
1
N
o
.
6
2
5
A
1
3A
3
3A
3
N
o.2
2
N
o.2
1
N
o.2
3
N
o
.
4
5
3
A
3
N
o
.
4
7
3
A
3
N
o
.
4
8
5
B
1
B
i
n
S
t
o
r
e
78.150 F.F.L
77.300 F.F.L
73.450 F.F.L
72.300 F.F.L
78.700 F.F.L
78.400
79.040
79.690
80.330
80.970
81.620
82.260
89.331
82.900
83.544
84.187
84.830
85.480
86.120
86.760
88.890
88.010
87.400
76.600 F.F.L
77.100 F.F.L
77.500 F.F.L
76.950 F.F.L
75.068 F.F.L
76.250 F.F.L
74.250 F.F.L
76.000 F.F.L
79.000 F.F.L
79.750 F.F.L
80.500 F.F.L
78.000 F.F.L
78.650 F.F.L
79.000 F.F.L
79.000 F.F.L
78.000 F.F.L
77.300 F.F.L
78.600 F.F.L
76.700 F.F.L
74.600 F.F.L
75.600 F.F.L
74.100 F.F.L
76.700 F.F.L
77.800 F.F.L
72.870 F.F.L
No.198No.217
No.179
No.180
No.181
No.182
No.183
No.184
No.218
No.197
No.141
C
R
E
C
H
E
10C
7A7A
6A
6B 7B
10C
7A
6A
10C
7A
6A
No.143No.145No.147No.149No.151No.153No.155
No.142No.144No.146No.148No.150No.152No.154
4E/F
No.156
4C/D
No.187
10C
No.186
6A
No.185
7C
No.188
10C.1
No.189
6A
No.190
7B
No.196
1C
No.195
3A1
No.194
3B4
No.193
3B4
No.192
3A1
No.191
1C
4C/D4E/F 4E/F 4E/F 4E/F 4E/F
4E/F4C/D 4C/D4E/F 4E/F 4E/F 4E/F 4E/F
4E/F
No.23No.22
No.14
No.21
No.20
No.15
No.16No.17
No.8
No.9
No.10
No.11
No.12
No.13
No.6
No.5
No.4
No.3
No.2
No.1
1A
1A
1A
1A
1A
6B1
6
0
0
0
No.7
8.2A
No.18
8B2
No.19
8.2
No.24
8A2
No.48
No.49
8.2
No.50
1B
No.51
No.52
No.53
No.59
7C
No.60
7A
No.61
No.62
6B1
No.63
10A
No.58
8.1
3A3
3A3
3A3
3A3 3A3
3A3
14.1
3A3
3A3
3A3
3A3
3A3
3A3
3A3
3A3
3A2
3A2
3A2
RE
TA
IN
IN
G W
ALL
R
E
T
A
IN
IN
G
W
A
L
L
F
F
C
F
1
0
K
v
CF
C
F
38Kv
Hydrocarbon Interceptor
Settlement Pond
Interceptor drain
Topsoil Storage
45,000 cu.m
Subsoil
Improvement
36,000 cu.m
Subsoil
Improvement
54,000 cu.m
Runoff over
grassed area
Runoff over
grassed area
Existing ditchline to be preserved
Settlement Pond
Existing ditchline to be preserved
Existing ditchline to be preserved
00
50
100
150
193
Interceptor drain
Interceptor drain
Designed:
Scale:
Job No:
Drawn:
Drawing No:
Checked:
Revision:
Date:
M.H.L & Associates Ltd.
Consulting Engineers
Carraig Mór House, Tel: 021-4840214
10 High Street, Fax: 021-4840215
Douglas Road, E-Mail:[email protected]
Cork
Client:
Drawing Title:
Project Title:
Drawing Status:
Rev By Date Description
Nov 2019
Stockpile Cross Section
Longview Estates Development
PLANNING
SM GW KM
NOT CERTIFIED FOR CONSTRUCTION
As Shown
17066HD
LHD_SPXS_P01
1:1000 @ A3
1:2500 @ A3
NOTES:
All dimensions in metres.
Do not scale from drawing.
For any discrepancies found please consult with design office.
This drawing should be read in conjunction with all contract
drawings, documents and specifications.
Legend:
Site Boundary
