MHWS Public Road Railway Line Mallaig - Fort William A MHWS...

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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

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M

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S

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S

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S

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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

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garry.smith@highland.gov.uk01408 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

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463/THC

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MHWS