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EP
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BT5.81
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EPSignIC CL
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Sign LP
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Fish
erie
s Ac
cess
Pat
h to
Riv
er
metres 100 0 100 200 300 400 500 metres20406080
CanalParks
Caledonian Canal
LochLinnhe
Caol
SoldiersBridge
Mallaig - Fort William
Railway Line
A830
Public Road
RiverLochy
A
B
C
D
E
F
G
B
B
NEW FOOTWAY TO LINK SCHEMETO SOLDIERS BRIDGE
EXTENT OF PROPOSEDFLOOD WALL
EXTENT OF PROPOSEDFLOOD EMBANKMENT
►
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S.O.P. WGS84 Co-ordinates
Point ref. Latitude
Longitude
A 56° 50.414' -05° 06.605'
B 56 °50.360' -05 °06.684'
C 56 °50.040' -05° 06.068'
D 56° 50.111' -05° 05.861'
E 56° 50.105' -05° 05.721'
F 56° 50.141' -05° 05.540'
G 56° 50.019' -05° 05.060'
221/S
W
395/T
HC
463/T
HC
503/S
W
575/S
W
774/S
W
916/S
W
1026
/SW
1440
/SW
1595
/SW
1645
/SW
1760
/SW
2110
/SW
597/S
W
1041
/SW
980/F
PS
485/F
PS
495/F
PS
985/F
PS
63/BW
1455/FPS1468/FPS
1710
/TH
C
465/T
HC
1960
/SW
Utility Schedule
Ref. Utility Description63/BW BW Watercourse - Ditch Existing toe ditch to canal embankment to be diverted across Canal Parks to
new outfall at Loch Linnhe.221/SW SW Surface Water - Pipe
900mm COExisting outfall to receive new outlet structure and flap valve. Subject todetailed design.
395/THC THC Surface Water - Pipe Existing outfall pipe from school site in good condition. No works required.
463/THC THC Surface Water - Pipe Existing outfall pipe from school site in good condition. No works required.
465/THC THC Abandoned SurfaceWater - Pipe
Existing outfall pipe from old school building. Assumed to be abandonedbut still present. To be grouted or removed during scheme construction.
485/FPS Proposed Ppg. Sta. Outfall Proposed new outfall from proposed new pumping station with outletstructure and flap valve. Subject to detailed design.
495/FPS Proposed Ppg. Sta. Outfall Proposed new outfall from proposed new pumping station with outletstructure and flap valve. Subject to detailed design.
503/SW SW Surface Water - Pipe150mm VC
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
575/SW SW Surface Water - Pipe225mm VC
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
597/SW SW Combined Sewer -Pipe 300mm AC
Existing deep water outfall to receive new flap valve. New flap valve to beprovided in new chamber at top of beach, subject to detailed design.
774/SW SW Surface Water - Pipe600mm VC
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
916/SW SW Surface Water - Pipe450mm concrete
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
980/FPS Proposed Ppg. Sta. Outfall Proposed new outfall from proposed new pumping station with outletstructure and flap valve. Subject to detailed design.
Utility Schedule
Ref. Utility Description985/FPS Proposed Ppg. Sta. Outfall Proposed new outfall from proposed new pumping station with outlet
structure and flap valve. Subject to detailed design.1026/SW SW Surface Water - Pipe
225mm VCExisting outfall to receive new outlet structure and flap valve. Subject todetailed design.
1041/SW SW Combined Sewer -Pipe concrete
Existing deep water outfall to receive new flap valve. New flap valve to beprovided in new chamber at top of beach, subject to detailed design.
1440/SW SW Surface Water - Pipe825mm concrete
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
1455/FPS Proposed Ppg. Sta. Outfall Proposed new outfall from proposed new pumping station with outletstructure and flap valve. Subject to detailed design.
1468/FPS Proposed Ppg. Sta. Outfall Proposed new outfall from proposed new pumping station with outletstructure and flap valve. Subject to detailed design.
1595/SW SW Surface Water - Pipe1175mm CO
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
1645/SW SW Surface Water - Pipe300mm DI
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
1710/THC Watercourse - Culvert /Bridge
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
1760/SW SW Surface Water - Pipe300mm
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
1960/SW SW Surface Water -Pipe/Culvert 950mm CO
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
2110/SW SW Surface Water - Pipe375mm VC
Existing outfall to receive new outlet structure and flap valve. Subject todetailed design.
M
H
W
S
M
H
W
S
M
H
W
S
M
H
W
S
M
H
W
S
M
H
W
S
M
H
W
S
A
A
Lochyside
LOCATION OF PROPOSEDPUMPING STATION FOR NEWSECONDARY DRAINAGE
LOCATION OF PROPOSEDPUMPING STATION FOR NEWSECONDARY DRAINAGE LOCATION OF PROPOSED
PUMPING STATION FOR NEWSECONDARY DRAINAGE
B8006 CARRIAGEWAY
GARDENS
REINFORCED CONCRETE FLOOD WALLWITH PROFILED SURFACE FINISH
GRASS BANK
Ø600MM SECONDARYDRAINAGE PIPE TO NEW
PUMPING STATION
FOOTWAY
CYCLEPATH /FOOTPATH
FLOOD EMBANKMENT
ERRACHT DRIVE
GARDEN
Ø150MM SECONDARYDRAINAGE PIPE TO NEW
PUMPING STATION
3m WIDE SHAREDFOOTPATH/CYCLEWAY
EXISTINGGROUND
PLACED ROCK ARMOURSTONE OVER MEMBRANE
Project No:
Drawing No:
Checked
Scale
Drawn
Date
Date
Title
DEVELOPMENT &
Date
Project
Revision Details By Suf'x
Reproduced from the Ordnance Survey mapping with thepermission of the Controller of Her Majesty's Stationary Office© Crown Copyright.Unauthorised reproduction infringes Crown copyright and may leadto prosecution or civil proceedings.The Highland Council 2014 100023369
COPYRIGHT, DESIGNS and PATENTS ACT 1986:
This drawing may not be reproduced, copied or used in any way withoutthe written permission of the Director of Development & Infrastructure.
© THE HIGHLAND COUNCIL
Notes
INFRASTRUCTURE
The HighlandCouncil
Comhairle naGaidhealtachd
Rev:
Drawn By Check Check
PhoneFaxE-mail
: : :
(@ A1)
PROJECT DESIGN UNITDrummuie
GolspieKW10 6TA
Caol and Lochyside Flood Protection
Scheme
Scheme Plan for MarineLicence Application
1:2500LEM 21/04/2016
AT 12/04/2018
YEHAC5002
ML_01 -
L:\R
iver
Loc
hy -
Cao
l Flo
od P
rote
ctio
n Sc
hem
e\D
raw
ings
\ML0
1 Sc
hem
e Pl
an fo
r Mar
ine
Lice
nce.
dwg
; Dat
e Pl
otte
d: 1
2-Ap
r-18;
Plo
t Siz
e: IS
O A
1 (5
94.0
0 x
841.
00 M
M);
Plo
tted
by: L
ucy
Mel
ville
[email protected] 63404101408 635313
SECTION A-A(TYPICAL EMBANKMENT SECTION)
(Scale 1:200)
SECTION B-B(TYPICAL FLOOD WALL SECTION)
(Scale 1:200)
PLAN(Scale 1:2,500)
GENERAL1. All levels are in metres above ordnance datum.2. Key to symbols and line types:
Setting out point(refer to schedule on drg.)
Utility reference, comprisingchainage/initials(refer to schedule on drg.)
Initials used for utility references:BW = British WaterwaysFPS = Flood Protection SchemeSW = Scottish WaterTHC = The Highland Council
Line of drainage pipe intersectingproposed flood scheme.
Line of proposed new outfall pipe or ditch.
Limit of land affected by the works(including space for temporary works)
Mean High Water Springs(from Ordnance Survey)
A
►►
463/THC
►►►►►►►►►►►
MHWS