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DfDesford 2012 A s1289ft²
119m²
4 Bed 2 S tory
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s1
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13
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m²
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Buxton 2012 As
1477ft²
137.2m²
4 Bed 2 Story BuAshbourne 2012 As
1536ft²
142.7m²
4 Bed 2 Storey
Ash
A s hb o ur ne 2 0 12 A s
1536ft²
142.7m²
4 B ed 2 Storey
Ash
CoCompt on 2012 As
2090ft²
194m²
5 Bed 3 Storey CoCompton 2012 As
2090ft²
194m²
5 Bed 3 Storey
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13
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ft²1
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m²
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13
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6ft²
97.2
m²
4 B
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Df
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12
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ft²
11
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11
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128
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9m
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Bewdly 2012 As
1171ft²
108.7m²
4 Bed 2 Story Bw
Df
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201
2 A
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28
9ft²
11
9m
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s
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ByB romley 2012 As
1759ft ²
163m²
5 Bed 3 Storey
6
7
8
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13
14 15
1617 18 19
20
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23
25
24
27
28
32
31
30
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88
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105
106
107
108
109
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96
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125
126
129
130
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112 113 114 115
118
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Ashbourne 2012 As
1536ft²
142.7m²
4 Bed 2 Storey
AshAb
op
Ashbourne 2012 As
1536ft²
142.7m²
4 Bed 2 S torey
AshAb
as
MpMapleton 2012 As
1261ft²
117m²
4 Bed 2 StoryMp
op
Yoxall 2012 As
1313ft²
122m²
4 Bed 2 S toryYoYo
as
MpMapleton 2012 As
1261ft²
117m²
4 Bed 2 StoryMp
op
Y oxall 2012 As
1313ft²
122m²
4 Bed 2 S toryYoYo
as
MpMapleton 2012 As
1261ft²
117m²
4 Bed 2 StoryMp
op
Mt V1 as
Ashbourne 2012 As 1536ft²
142.7m²
4 Bed 2 Storey
AshAb
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Ashbourne 2012 As 1536ft²
142.7m²
4 Bed 2 Storey
Ash
An
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as
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opAn An
36
119FIRE APPLIANCE
TURNING
FACILITY
SO
SO
Proposed pump
stn compound.
Pump stn
access.
Stn
*
Low wall.
EXG FWS MHSTW REF 1601Cl - 51.53Il - 49.81 (taken from sewer records)
EXG FW
S MH
STW REF 2601
Cl - 51.55
Il - 49.73 (taken from sewer records)
EXG FW
S M
H
STW REF 2502
Cl - nil
Il - nil (taken from sew
er records)
EXG FWS MHSTW REF 2602Cl - nilI l - nil (taken from sewer records)
g
g
g
g
g
g g
g
g
g
g
gg
gg
g
g
g
g
g
g
g
g
g
g
g
g
g g
g
g
g
g
g
g
g
g
g
gg
g
g
g
g
g
g
TCBMILL CRESCEN
T
29
14
1
20
31
19
20
1
7
+3m @1:3
WET
MEADOW
NEW CONNECTION TO PHASE1
SECTION104 FOUL SEWER
PHASE1 FOUL
PUMP STATION
NEW SECTION104 FOUL SEWER IN
PLOT FRONTAGES TO CREATE
SPACE IN HIGHWAY FOR SURFACE WATER ATTENUATION
NEW SECTION104 SURFACE WATER BOX CULVERT OR
ELLIPTICAL PIPE ATTENUATION
FLOW CONTROL
MANHOLE
NEW OUTFALL
HEADWALL
EXISTING WATERCOURSE
EXISTING WATERCOURSE
POTENTIAL LOCATIONS FOR SHALLOW SWALE STORAGE
NEW TIMBER
FOOTBRIDGE
NEW TIMBER
FOOTBRIDGE
SUBJECT TO ROOT PROTETCION ZONES AND OWNERSHIP, EXISTING
CHANNEL TO BE CLEARED AND REPROFILED TO IMPROVE CAPACITY
2014s1262 - 101
Providence Land Ltd
Barton Park Phase2
Barton-Under-NeedwoodDrainage Strategy
Preliminary1 of 1
1:500 @ A1
SCH 29/10/2014
SCH 29/10/2014
DT 29/10/2014
DT 29/10/2014
Approved
Digital File Name:
Drawing Number:
Scale:
Checked:
Sheet No.:
Approved:
Drawn:
Status:
This document is the property of Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part, nor disclosed to a
third party, without the permission of Jeremy Benn Associates Ltd.
for
Rev.:
Designed:
CheckedDesignedDrawnDateModificationsRev.
General Notes
1. All dimensions shown are in metres unless otherwise stated and levels in metres to
Ordnance Datum.
2. Do not scale from this drawing. All dimensions must be checked/verified on site.
3. This drawing is to be read in conjunction with JBA Project Reports.
4. All works affecting flood defences, main watercourses and/or ordinary watercourses
will be subject to Consent for Permanent and Temporary Works under the Land
Drainage Act 1991.
The Old School HouseSt Joseph's Street
TADCASTERNorth YorkshireLS24 9HAUnited Kingdom
www.jbaconsulting.com
+44 (0)1937 837900+44 (0)845 8627772
Offices at Atherstone, Doncaster, Edinburgh, Haywards Heath, Limerick, Newcastle upon Tyne, Newport, Saltaire, Skipton, Tadcaster, Thirsk, Wallingford and Warrington
tf
e
Contains Ordnance Survey data © Crown copyright and database right 2014.World Imagery Source: Esri, DigitalGlobe, GeoEye, i-cubed, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community.
This map is reproduced from Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown copyright.
Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
P/2014/01490Received 14/11/2014
