keepmoat development - nottinghamshire · orchard park spring lane kingsbridge avenue dunsforddrive...
TRANSCRIPT
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3
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Track
Path
BR
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1
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127
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1
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48
3
7
5
4
5
6
4
7
6
2
3
5
3
8
2
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11
16
141
Track
Path
Path
T
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NO
LD
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NE
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1
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2
2
8
30
17
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1
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1
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1
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1
7
2
2
to
2
6
1
8
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2
1
8
to
9
92
1
to
9
14 to
18
Apple
ton G
ard
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19 t0 2
7
10 to
12
12a
28 to
36
28
36
41
29
1
44
2
0
2
2
1
1
1
0
11a
2
3
7
a
2
3
7
2
3
5
a
4
2
3
1
2
3
5
1
4
2
3
4
2
5
2
2
1
8
4
1
2
2
7
96
HO
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N
P
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7
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1
4
34
3
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3
8
2
4
4
2
5
0
3
3
6
0
7
0
4
5
2
1
2
3
1
1
4
3
1
7
1
1
1
5
7
1
2
1
6
9
6
3
124
71
81
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651
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G1
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As1224V3Opp
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764Opp
867
As
764
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867Opp
580Opp
651Opp
867
As
BLOCK 6
G1
867Opp
G1
B/S
G1
G1
B/S
B/S
Keepmoat Development
Highway verge grass mix
Species rich grass mix
Woodland planting mix
Extra heavy standard tree
Hedgerow planting
Post and Rail Fencing
Feathered trees
Wet grassland mix
Wet woodland planting mix
Woodland edge planting mix
Bespoke seed mix
(Species rich grass mix)
Open mosaic habitat
(Species rich grass mix)
Woodland to be retained
Pedestrian Gate
Vehicle Road Restraint System
Existing 10m high column to have lantern
replaced with new LED lantern
Traffic signal pole
Close boarded fence
6m high tubular steel lighting column
with LED lantern
Mesh fencing to school boundary
Kerbs
Edgings
8m high tubular steel lighting column
with LED lantern
10m high tubular steel lighting column
with LED lantern
Tactile paving
(only shown at controlled crossings)
Footway, private means of access
and the like
Key
Pedestrian Guardrail
Vehicular Gate
Acoustic Fence
Retaining walls, parapets and the like
Notes
This drawing illustrates the key features of the Gedling Access Road (GAR). It is not
an engineering drawing and is not exhaustive in detail. It does not show details of:
· Statutory undertakers apparatus, existing or diverted
· Any site clearance works or demolition
· Fencing type details, heights, associated ecological mitigation measures,
foundations and the like
· Type of vehicle restraint systems or performance specification
· Any underground drainage systems such as pipes, culverts, soakaways,
underground attenuations systems and the like; road gullies, combined kerb
drainage, ditch lining; flow rates, storage capacity, attenuation pond depths or
dimensions, hydrobrakes, pipe sizes and the like
· Any earthworks
· Pavement materials, construction depths, high friction surfacing, specifications
and the like
· Type of kerbs and edgings; tactile paving at uncontrolled crossings, materials,
construction depths, specifications and the like
· Any road traffic signs
· Some road markings omitted for clarity; performance of road markings
· Traffic signal pole types, traffic signal heads, display units, demand units,
controllers, supply pillars, ducting and associated drawpits and cabling,
detection systems, CCTV systems, communication systems, foundations and
the like
· Street light column materials, lantern specifications, driver units, foundations,
feeder pillars, ducting and associated drawpits and cabling, schematics and the
like
· Details of any structures such as reinforced concrete retaining walls, parapets,
gabion walling, or proprietary systems
· Details of any special structures such as reinforced earth retaining walls and
the performance specification for acoustic fencing
· Any miscellaneous or accommodation works
Existing features, where shown, are to provide clarity. Note OS base features
removed where the GAR intersects mapping features for clarity. No waiting (double
yellow lines) where shown are subject to a Traffic Consultation Order including a
public consultation.
DRAWING NOT FOR CONSTRUCTION
Herringbone Counterfort Drainage
© Crown copyright and database rights 2017
Ordnance Survey 100019713.
Gedling Access Road
General Arrangement
1:1250
09/12/19
in partnership with
Bilsthorpe Depot, Bilsthorpe Business Park,
Bilsthorpe Nottinghamshire NG22 8ST
www.viaem.co.uk Tel 0115 804 2100
Via Midlands Limited, Registered in England no.09003246
c
Description Drawn Ch'kdAuth
Date
Rev
Status
Project
Title
Status Project No
Scale
Drawing No
Ch'kd
Auth
Date
Date
Traced
Rev
Drawn
HW00590/145
AL
A