Plot 14 Private
Driveway
89.78
Plot 13 Private
Driveway
1:4 Side Slope
1:4 Side Slope
Attenuation Basin Feature
Top of bank
89.292
Existing Ground
Level
89.68
Max Water Level
88.992
This drawing should not be reproduced without
consent.
89.44
NOTES
1. All dimensions shown are in metres
unless stated otherwise.
Top of bank
89.34
Upstream
Headwall
2. Attenuation basin assumed the
following criteria:
Side slopes = 1:4
Depth of water = 1m
Freeboard = 300mm
89.17
Invert 87.992
3. All proposed levels shown on this
drawing are indicative and based upon
interpretation of topographical survey
information.
DATUM 87.00
SECTION A-A
Existing Boundary
Hedge
89.33
1:4 Side Slope
Top of bank
89.30
Service
Strip
1:4 Side Slope
Attenuation Basin Feature
Top of bank
89.414
89.44
Max Water Level
88.992
Road 4
89.46
Invert 87.992
DATUM 87.00
SECTION B-B
Existing
Hedge
Proposed Plots 1 & 2
Existing
Ditch
Proposed 2m
Footway
90.46
FFL 90.40m
(estimated)
Existing
Verge
Existing Existing Boundary
Footway
Hedge
Existing Carriageway
Proposed
Footway
1:40
90.70
90.78m
90.95
90.83
90.85
90.38
90.30m
89.68
DATUM 89.50
PROPOSED SITE LAYOUT
SCALE 1:1000
SECTION C-C
Existing
Verge
Proposed Plot 46
Existing
Verge
Existing
Ditch
Existing
Footway
Existing Carriageway
Rev
Proposed
Footway
93.00
FFL 93.30m
(estimated)
93.00
93.15m
92.73
92.67
92.90
93.27
92.90
1:40
93.33m
93.24
93.20
93.32
93.23
Date
Description
AL
P
www.alpce.co.uk
91.94
Drawn
Tel: 01488 684390
Client
Area for flood
conveyance
DATUM 91.0
SECTION D-D
Project
Title
INDICATIVE CROSS SECTIONS
SCALE 1:100
Status
Scale
Drawing No
Date
Drawn
Checked
Revision
Checked