Agenda with Maps and Applications (21Mb) - pdf - Selby District ...

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1:200
0 2m 4 6 8 10 12 14
SOAKAWAYS;
Soakaways should be a min. of 5.0m from the foundations of
the building.
Small soakaways, Fill the hole with granular material
e.g. broken bricks, crushed rock or gravel with partical
sized 10mm to 150mm. PVC sheet or concrete blinding
should be laid over the fill to prevent topsoil being
washed down into the soakaway.
Large soakaways, Edges of hole to be lined with dry
jointed or honeycomb brickwork or use preforated
precast concrete rings / segments with granular material.
Testing, Inspection and testing should be arranged when
required by the L.A. On job completion the system must be
in full working order and free from obstruction.
All completed work shall be suitably protectedfrom
damage by construction work.
Raise existing
wall to 1.8m
high
4,910
1,200
1,565 1,200 2,059 930 780 915 550
8,000
W1
bank up ground
adjacent to ramp.
Cavity tray and extra
DPC t o ramp access.
(see detail)
Existing
MH
W8
D1
BT
entry
890
W2
Special 'dogleg' bricks
to form external angle
Soakaway
5,101
1,400 1,400 2,301
FD30S
D4
838mm
D3
Soakaway
W3
Existing
trees
to be
removed
Outbuilding /
sheds to be
demolished
D5
838mm
S&VP
838mm
FD30S
D6
Extract duct from cooker
hood in f irst fl oor void
932 930
D2
extractor
8,000
Ramp up g round level to main entrance (max. 1:12)
Paving min. 9 00mm wide wit h min. 1200mm
landing top and bottom and flush threshold to be
provided (see detail)
NOTE: top landing to have max. 1:20 fall
Special 'dogleg' bricks
to form internal angle
838mm
FD30S
D7
5,101
1,200 1,114
W7
1,345 1,200 900 900 900 1,200 1,555
924
FD30S
838mm
D8
Check K itchen
layout for
extract
position
W4
Proposed new
garage.
REFER TO SEPE RATE
DRAWING FOR K ITCHEN
& UTILITY LAYOUTS.
Dummy d oorway
set 25mm in reveal
Form new gateway
in existing wall
New 1.8m high
screen wall
B
Elec
Gas
W6
W5
extractor
660 915
1,565
915
2,945
Proposed new
1.8m high
close
boarded
fence.
Existing
tree
to be
removed
Existing
MH
Existing
MH
Existing
MH
Existing
acceess
Existing access to be
widened to a min. of 4.1m
and constructed in
accordance with detail E6
of the local highway
authority.
Existing drain to mains
drain in Main Street.
New sight line 2.0m back parallel to the
existing carriageway.
(Area between sightline
and carriageway must be clear of
obstruction in excess of 1 metre in
height.
'Birco' or simialr
approved drainage
chanel to the back
of the footpath
W
N
S
E
P&R Fence 0.65m High
G
9.53
Stn
9.50
9.50
9.53
9.48
9.57
9.51
9.59
9.68
9.72
9.49
9.58
Marker Post
9.58
9.61
Stn.B
9.64 9.67
Stn.C
9.44
Out Building
9.66
9.53
9.53
M
9.65
H
Garage
9.61
Out Building
Village Green
Sub Station
9.71
9.61
9.68
9.66
9.70
9.63
9.61
9.59
9.58
9.66 9.74
9.66
9.67
9.59
T2
9.59
9.68
9.70
9.62
9.58
9.64
M
H
9.64
9.65
Out Building
9.64
9.70
9.65
M 9.67
H 9.72
9.75 9.69
9.60 Marker Post
9.64
9.46
LP
9.65
G
9.56
9.68
9.47
9.60
9.66
9.57
43 Main Street
Verge Fence
Coordinate Information
Easting
Northing
Leve
l
A 200.000 200.000 9.718
B 172.292 233.022 9.644
C 209.192 232.514 9.665
- - -
-
SV
LP
G
M
H
FH
EP
TP
TL
TIC
Elec
GV
Symbol Key
Water Stop Valve
Lamp Post
Gully
Man Hole
Fire Hydrant
Electricity Pole
Telegraph Pole
Traffic Light
Telephone Cover
Electricity Cover
Gas Valve
G
Silver Street
9.54
SURVEY CONTROL
Coordinates Are In Metres And Relate
To A Site Grid Only. (See Table)
Levels Are In Metres And Relate To
An OSBM On The West Elevation Of
St. Mary's Church.
Bench Mark Value 11.18m
The Bench Mark Value Has Been Taken From An Ordnance Survey Plan Extract.
'Ransomes' give no warranties express or implied in relation to, and disclaim all
responsibility for, the quality or accuracy of this information.
Hedge 2.4m High
Wall 1.0m High Wall 1.0m High
9.53
9.54
9.45
9.62
G
9.51
Hedge
G
9.74
9.61
9.51
9.73
9.55
Stn.A
9.72
9.56
9.53
9.50
9.54
9.59 9.74
9.54 M
9.55 H
9.55
9.52
Wall 1.15m High Wall
9.48
Hedge
9.55
9.52
9.70
9.57
9.61
9.66
Concrete Post & Wood Panel Fence 1.7m High
M
H
9.58
TL
9.62
Front Garden
9.60
9.67 9.64
9.53 M
9.56 H
9.54
9.64
Wall
9.69
9.49
G
9.52
9.69
9.52
9.61
Hedge 2.1m High
9.72
9.72
9.59
Fence
9.76
W
9.71
9.78
9.66
TL
TP
9.87
9.69
9.66
9.80
T1
9.62
N
TIC
M
H
9.70
Main Street
9.59
E
9
S
Siteplan 1:200
Survey 1:200
Garage details 1:100
Amendments
Main Street
South Elevation North Elevation East Elevation
PRELIMINARY
Silver Street
N
W E
S
Location 1:1250
Station Road
/ /
6020
/
/ /
/
1200 1436 930 1227
1227
6020
/
/
Duct from house for
Electric supply.
(Actual position variable
to suit plot situation)
2
2
8514
/ /
440
2350
440
2350
440
/ /
/ /
/ /
Plan
6020
Artstone lintel
with BOX/K-200
and BOX/K-100
back up lintels
2100 450
Min. 100mm thick concrete slab laid to
fall (75mm back to front) Slab reinforced
with one layer of A193 mesh.
150mm of consolidated hardcore laid to falls
40 deg
Section
1200
1050
West Elevation
BRIAN SCOTT DESIGNS
Blacksmiths Cottage, Station Rd.,
Wistow, Selby, North Yorkshire.YO8 3UZ
Tel: (01757) 268054 Fax: 268053.
email: BSDesigner @ AOL.com
Client
Hogg Builders (York) Ltd.
YO32 5YL
Project
Proposed new dwelling off
Drawing
Redmayne Lodge, Park Gate,
Lib ref.
Drawing No.
1529-Hogg Riccall 1529/1
Scale Date
1:100 April'12
Strensall, York.
Silver Street, Riccall.
Planning
Drawn by 330
A1