year -...
TRANSCRIPT
St
St
St
St
St
St
St
St
St
St
St
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
CTV
CTV
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
Post
Post
Post
Post
Post
Gy
Gy
Gy
Gy
Gy
Gy
E:
E:
E:
E:
E:
R:
R:
R:
R:
R:
R:
Tp
Tp
Tp
WL
Concrete level
Bo
Bo
F:
Av
GH7
107.843
GH8
108.267
GH13
100.115
GH14
100.464
113.53
107.51
110.07
113.33
115.01
118.39
107.89
107.77
107.45
107.21
107.40
106.24
108.24
108.14
116.58
124.75
124.35
124.69
114.12
117.24
115.35
113.33
106.16
107.85
107.19
112.52
116.31
117.80
113.93
122.32
128.86
124.18
121.64
126.81
121.21
119.17
119.71
120.53
100.22
119.04
117.41
106.22
116.52
126.93
117.16
124.36
118.32
121.59
1
0
7
.
6
7
1
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7
.
9
0
1
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8
.
0
7
1
0
8
.
2
5
1
0
8
.
3
5
1
0
8
.
3
9
1
0
8
.
4
0
1
0
8
.
3
5
1
0
8
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1
108.42
104.87
1
0
8
.
2
5
1
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2
8
1
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3
6
1
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6
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8
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G1.2
MG
G0.8
G1.4
C
/
L
h
t
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.
2
m
G2.6
W
/
P
h
t
1
m
C
/
L
h
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m
H
e
d
g
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h
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m
G2.6
G1.4
G1.2
G3.9
H
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p
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m
M
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p
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5
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5
m
MG
G2.5
P
/
R
h
t
1
.
3
m
MG
G1.3
Vegetation
G2.4
M
a
t
u
r
e
H
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d
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h
t
5
m
P/R ht 1.4m
MG
G2.5
G1.9
M
a
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H
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A
p
p
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5
.
5
m
&
P
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W
h
t
1
m
MG
MG
S
m
a
ll tre
e
s
G1.2
G1.2
G1.3
G2.5
G1.2
Tarm
ac
G0.3
G1.3
Tarmac
T
a
r
m
a
c
T
a
r
m
a
c
BT
BT
BT
Grass
C
/
L
h
t
1
.
8
m
CBX
CBX
CTV
CTV
IC
BT
MH
C
/
L
h
t
2
.
2
m
MH
G
r
a
s
s
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G
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m
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IC
W
a
l
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4
m
W
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ll
h
t
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4
m
W
a
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t
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4
m
CVR
MH
MH
C
/
L
h
t
2
.
2
m
T
a
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m
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c
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p
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.
4
m
&
P
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G
r
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p
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4
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A
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4
m
&
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h
t
A
p
p
r
o
x
.
4
m
&
P
/
W
h
t
1
m
Concrete
T
a
r
m
a
c
T
a
r
m
a
c
T
a
r
m
a
c
CTV
MH
H
e
d
g
e
h
t
2
m P
/
R
h
t
1
.
4
Head Wall
Dense Vegetation
P
/W
h
t 1
m
&
M
a
tu
r
e
H
e
d
g
e
h
t A
p
p
r
o
x
. 3
.2
P
/W
h
t 1
m
&
M
a
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r
e
H
e
d
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h
t A
p
p
r
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x
. 3
.2
P
/
W
h
t
1
m
&
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t
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p
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3
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2
V
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a
t
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n
V
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t
a
t
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n
P
/
W
h
t
1
m
S
/P
h
t 2
m
P
/
W
h
t
1
m
S
/P
ht 2m
P/W
ht 1m
P
/
W
h
t
1
m
S
/
P
h
t
2
m
Overgrown
Mound
M
a
tu
re
H
e
d
g
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h
t A
p
p
ro
x
5
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m
Pond
M
a
t
u
r
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H
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h
t
A
p
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4
.
5
m
M
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H
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A
p
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4
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5
m
P
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W
h
t
1
m
P
/
W
h
t
1
m
P
/
W
h
t
1
m
P
/
W
h
t
1
m
P
/
W
h
t
1
m
Matu
re H
edge
ht A
ppro
x.5
m
Matu
re H
edge
ht A
ppro
x.5
m
Ditch
Ditch
Ditch
Ditch
Ditch
D
itch
Vegetation
P
/
R
h
t
1
.
3
m
P
/
R
h
t
1
.
3
m
P
/
R
h
t
1
.
3
m
P
/
R
h
t
1
.
3
m
P
/
R
h
t
1
.
3
m
Earth/Vegetation
Mound
M
atu
re H
edge h
t Appox 6
m
& P
/W
ht 1
m
G1.6
G2.5
G1.3
G1.3
G1.5
G1.5
G1.5
G1.3
G1.5
Mature H
edge ht A
ppox 6m
& P
/W
ht 1m
Mature H
edge ht A
ppox. 4m
& P
/W
ht 1m
Mature H
edge ht A
ppox 6m
& P
/W
ht 1m
Mature H
edge ht A
ppox. 4m
& P
/W
ht 1m
Rubble Mound &
Vegetation
Track
Track
Tarmac
M
a
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H
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p
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m
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S
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m
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S
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Dilapidated Shed
P
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P
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7
.
0
Ridge & Furrow
Ridge & Furrow
Ridge & Furrow
Ridge & Furrow
Ridge & Furrow
G1.3
G1.2
G1.2
Trees
Trees
Trees
Trees
Vegetation
Trees
S
t
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r
a
g
e
C
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n
t
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S
t
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C
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t
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C
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t
o
a
c
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V
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ta
tio
n
Vegetation
Vegetation
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Vegetation
V
e
g
e
t
a
t
i
o
n
V
e
g
e
ta
tio
n
S
t
o
r
a
g
e
C
o
n
t
a
i
n
e
r
s
U
n
a
b
l
e
t
o
a
c
c
e
s
s
a
r
e
a
Overgrown
Mound
L
A
N
E
3
3
Chasewood
John Haynes Court
El
1
5
2
7
1
4
3
W
I
L
S
O
N
S
L
A
N
E
4
1
Drain
3
1
2
9
Exchange
Pond
1
3
Telephone
Sub Sta
S
C
H
O
O
L
Works
PROPOSED ATTENUATION BASIN
STORAGE VOLUME REQUIRED FOR A 1 IN 100
YEAR + 40 % CC STORM EVENT: 1008 m³
TOP PLAN AREA OF BASIN: 1551.6 m² BASED
ON 1 m DEPTH OF 1 IN 4 SIDE SLOPES + 300
mm FREEBOARD.
FOOTPRINT AREA: 1948.3 m²
EMBANKMENT DESIGNED WITH 1 IN 5 SLOPES
Copyright Reservedc
DRAWN BY CHECKED BY
CLIENT
PROJECT
DRAWING TITLE
SCALE DATE
APPROVED BY
DO NOT SCALE FROM THIS DRAWING
N:\WM\BM11200 - EXHALL LAND OFF SCHOOL LANE\03 - DESIGN\AUTOCAD\BM11200-020-A.DWG
DRG No.
DRG SIZE
REV
BIRMINGHAM WEB: WWW.WARDELL-ARMSTRONG.COMTEL 0121 580 0909
TAUNTONSTOKE-ON-TRENTNEWCASTLE UPON TYNE
SHEFFIELD
CARDIFF EDINBURGH
LONDONLEIGH MANCHESTERGLASGOW
CROYDONCARLISLE
A0
HEYFORD DEVELOPMENTS LTD
SCHOOL LANE, EXHALL
INDICATIVE DRAINAGE STRATEGY
BM11200-020
A
1:500 09/02/18
FGM AN AP
AFirst Issue 1/03/18 AF AN AP
Ordnance Survey, (c) Crown Copyright 2017. All rights reserved. Licence number 100022432
0m 10m 20m 30m 40m 50m
SCALE 1:500
NOTES:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL UNITS ARE IN METERS UNLESS SPECIFIED
OTHERWISE.
3. GROUND LEVELS HAVE BEEN OBTAINED FROM A
TOPOGRAPHIC SURVEY DATED OCTOBER 2017 FROM
GREENHATCH GROUP, DWG. NO. 28472_T.
4. THE SURFACE WATER STORAGE HAS BEEN DESIGNEDBASED ON THE NET DEVELOPABLE AREA BEING 60%IMPERMEABLE.
5. THE NET DEVELOPABLE AREA HAS BEEN TAKEN FROMMASTERPLAN DWG. 27290-9302 BY BARTON WILLMORE.
6. IT IS RECOMMENDED THAT FURTHER GROUND WATERMONITORING/BOREHOLE DATA IS OBTAINED IN THELOCATION OF THE PROPOSED ATTENUATION BASIN TOINFORM THE DETAIL DESIGN OF THE ATTENUATION BASIN.
REFERENCE
SITE BOUNDARY
PROPOSED SURFACE WATER
ATTENUATION BASIN
CUT
FILL
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
SC
Sv
Sv
SvSv
Sv
Sv
Sv
Sv
Sv
Sv
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Sp
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
TC
L:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
TCL:
Post
Post
Post
Post
Post
Post
Post
Post
Post
Post
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gas
Gas
Gas
Gas V
alves
Gas
Gas
Gas
Gas
Gas
Gas
Gas
Gas
Gas
Gas
Gas
Gas
Gas
ICU
ICU
ICU
ICU
ICU
ICU
ICU
ICU
ICUICU
ICU
ICU
ICU
ICU
ICU
ICU
ICU
I
B
IB
IB
IB
IB
IB
IB
IB
IB
IB
IB
E:
E:
E:
E:
E:
E:
E:
E:
E:
E:
R:
R:
R:
R:
R:
R:
R:
R:
R:
R:
R:
Cbox
Cbox
C
b
o
x
Fh
Fh
Fh
Fh
Fh
Fh
IC
IC
Bus
Bus
Bus
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
Mkr
Mkr
Mkr
Mkr
T
W
L
TWL
TWL
MH
Tp
Tp
Tp
Tp
WL
WL
Concrete level
L
in
e
o
f B
o
lla
rd
s
Bo
Bo
LBox
Bin
F:
F:
F:
F:
F:
F:
F:
Av
GH1
98.336
GH2
98.201
GH3
99.291
GH4
102.789
GH5
105.417
GH6
106.615
GH7
107.843
GH8
108.267
GH9
105.782
GH13
100.115
GH14
100.464
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103.90
103.76
103.46
103.23
103.16
103.28
103.50
103.06
102.87
102.79
102.67
102.86
103.18
103.47
103.95
104.11
104.59
103.70
103.33
102.78
102.42
102.23
102.23
102.29
102.30
102.52
102.15
101.97
101.88
101.78
101.48
101.86
101.38
101.27
101.32
101.30101.45
101.61
101.40
101.08
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100.59
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100.91
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99.65
99.62
99.72
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101.58
102.01
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100.74
100.54
100.27
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99.26
99.44
99.34
99.16
99.32
99.38
99.04
99.07
99.08
99.23
99.17
99.19
99.58
99.75
100.03
100.05
100.21
100.33
99.62
99.30
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98.92
98.88
98.88
98.87
98.81
98.86
98.86
98.82
98.68
98.79
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98.79
98.52
98.37
98.34
98.36
98.34
98.36
98.36
98.38
98.31
98.27
98.17
98.22
98.29
98.44
98.42
98.57
98.63
98.37
98.23
98.19
98.30
98.49
98.33
98.39
98.51
98.49
98.45
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Rubble Mound &
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Track
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Unable to locate further
CVR
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CP
S
TWL
Line of B
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Grass
Grass
B
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b
a
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Ridge & Furrow
Ridge & Furrow
Ridge & Furrow
Ridge & Furrow
Ridge & Furrow
G1.3
G1.2
G1.2
Trees
Trees
Trees
Trees
Trees
Trees
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Vegetation
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Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Grass
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Overgrown
Mound
due to restricted access
N
GH7 435146.209 285173.712 107.843
GH8 435077.068 285211.136 108.267
GH9 434947.097 285270.166 105.782
GH13 435006.551 284871.228 100.115
Station Information:
Station Easting (m) Northing (m) Level (m)
GH3 435187.567 284895.792 99.291
GH4 435197.000 284996.773 102.789
GH5 435201.977 285084.938 105.417
GH6 435201.689 285177.053 106.615
GH2 435175.000 284785.173 98.201
GH1 435150.029 284695.288 98.336
C
Copyright Greenhatch Group. 06/07/13
QUALITY REF
Drainage information (where applicable) has been
This plan should only be used for its original
purpose. Greenhatch Group accepts no responsibility
for this plan if supplied to any party other than
All dimensions should be checked on site prior
visually inspected from the surface and therefore
DRAWN
DATE
A1@ 1:
should be treated as approximate only.
the original client.
Grid orientation
Notes:
Comments
Drawing No.
Job number
to design and construction.
SCALE
Level datum
Rev.
Fax (01332) 830055
Q. Ref.
Duffield Road
DE21 5DR
Little Eaton
Rowan House
TITLE
Tel (01332) 830044
PROJECT
CLIENT
Description DrawnRev Date
Derby
reenhatch
group
Topographical SurveysMeasured Building Surveys
Site Engineering 3D Laser Scanning
Alban Park
AL4 0LA
St Albans
Unit B, The Courtyard
Hertfordshire
St Albans
t. (01727) 854481
Amethyst Road
NE4 7YL
Newcastle Bus. Park
24 Riverside Studios
Newcastle-U-Tyne
Newcastle
t. (01912) 736391
40-761 Katowice
Poland
ul. Panewnicka 91
Poland
t. 0048 32 202 2292
www.greenhatch.pl
gUtility / CCTV Surveys Revit & BIM Models
www.greenhatch-group.co.uk
Heyford Developments
Limited
School Lane
Exhall, CV7 9NN
Topographical
Survey
1000
26/10/2017
BCGH1790
See note
See note
28472
28472_T 0
This survey has been orientated to the Ordnance Survey
(O.S) National Grid OSGB36(15) via Global Navigational Satellite
site centre via a transformation using the OSTN15GB &
Systems (GNSS) and the O.S. Active Network (OS Net).
OSGM15GB transformation models.
The survey has been correlated to this point and a further one
A true OSGB36 coordinate has been established near to the
No scale factor has been applied to the survey therefore the
coordinates shown are arbitrary & not true O.S. Coordinates
which have a scale factor applied.
of the on-site grid and datum.
Please refer to Survey Station Table to enable establishment
Some services may have been omitted due to parked vehicles.
The Ordnance Survey tile is to be used as a guide only.
OS Buildings Surveyed Buildings
OS Note:
or more OSGB36 (15) points established to create a true O.S.
bearing for angle orientation.
Buildings
Wall
Kerb line
Line marking
Drop kerb
Centre line
Overhead Cable
Concrete edge
Tarmac edge
Grass verge
Canopy/Overhang
Inspection chamber
Pipe invert
Gully
Back gully
Down pipe
Pipe above ground
Manhole
Water level
Flood light
Lamp post
Telegraph post
Electricity post
Traffic light
Bus stop
Stop valve
Stop tap
Earth rod
Water meter
Gas valve
Air valve
IC
PInv
Gy
Bg
Dp
Pipe
MH
WL
Fl
Lp
Tp
Ep
Tl
Bus
Sv
St
Er
Wm
Gas
Av
Wash out
Rodding eye
Belisha beacon
Cable tv
Marker post
Gas marker post
Ground light
Letter box
Ladder
Stile
Internal floor level
Threshold level
Sign post
Trialhole
Borehole
Electric
British Telecom
Control box
Tactile
Brick paved
Concrete paving slabs
Cover
Inspection chamber
Retaining wall
Unable to lift
Tree canopy level
Girth
Multi girth
IFL
THL
Sp
TH
BH
ELC
BT
C'box
TT
BP
CPS
CVR
IC
R/wall
UTL
TCL
G:
MG
Wo
Re
BB
CTV
Mkr
Gmkr
Grl
Lbox
Ldr
Sty
Steel Palisade
Wooden Panels
Wire Mesh
W\M
Post & Rail
P\R
Post & Wire
P\W
Chain Link
C\L
W\P
Concrete Panels
C\P
Iron Railings
I\R
S\P
Fence types:
Interwoven
I\W
Legend:
1
100.000
Station and Name
Station Level
Verge
Unidentified inspectionICU
Vent pipeVp
Rubbish binBin
Illuminated bollardIB
BollardBo
Cover levelCL:
Ridge Level
Eaves Level
Flat Roof Level
R:
E:
F:
Tree / Bush / Sapling
Bush
Sap
SoffitSo
Gate
Woodland
Area of Undergrowth
Tree StumpStmp
Invert levelIL:
Top of bankBottom of bank
Fire hydrantFh
GH14 435071.264 284910.434 100.464
