pedestrian bridge deck to lengthened with footpath … · wmwm wm wm wm wm wm wm wm wmwm wm wm wm...

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PITCH No.1

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5m WIDE OR THEREBY ACCESS

TRACK ON CREST FOR

MAINTENANCE VEHICLES

NEW VEHICULAR ACCESS

FROM CULLODEN PARK ROAD

WITH LOCKABLE GATE

CREST LEVEL 25.52m OR THEREBY

REALIGNED CHANNEL

FOOTPATH ACCESS

WATER MAIN TO BE PROTECTED

DURING WORKS

ACCESS TRACK ON CREST FOR


GAS PIPE TO BE PROTECTED

DURING THE WORKS

ABANDONED EXISTING CHANNEL

TO BE REINSTATED AS A SHALLOW SWALE

WITH EROSION PROTECTION TO

EMBANKMENT TOE AS REQUIRED

EXISTING CHANNEL REALIGNED

THROUGH FLOOD STORAGE BASIN

60m LONG OR THEREBY NEW

CONCRETE FLOOD WALL

WITH CREAM HARLING FINISH

EXISTING PEDESTRIAN ACCESS PATH

TO BE REINSTATED

NEW BRIDGE SUITABLE FOR


NEW OUTLET CHANNEL TO CONVEY FLOWS

BACK INTO EXISTING CHANNEL.

EROSION PROTECTION TO BE PROVIDED

SEPARATION FENCE

APPROX 1.8m HIGH

EXISTING KEPPOCH

ROAD CULVERT

56m OR THEREBY

LONG SPILLWAY

ON EMBANKMENT

EXISTING PLAYPARK

TO BE RETAINED

FLOOD STORAGE BASIN FLOOR MAY BE

USED FOR AMENITY AND WILDLIFE

PROVIDED FLOOD PROTECTION FUNCTION

IS NOT COMPROMISED

25m OR THEREBY LENGTH OF WALL

TO BE USED AS SPILLWAY

PARK SPACE

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NEW PEDESTRIAN ENTRANCE

ACCESS TRACK TO SCREEN

SEE NOTE 9

ACCESS STEPS

SEE NOTE 7

PARK SPACE

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25.52

100x60 PITCH WITH 3m BORDER

CONSTRUCTED

TO SPORTS SCOTLAND SPECIFICATION

PITCH No.2

100x60 PITCH WITH 3m BORDER

CONSTRUCTED

TO SPORTS SCOTLAND SPECIFICATION

BA

SSE ELECTRICITY

CABLE TO BE

PROTECTED OR

DIVERTED

DURING WORKS

PEDESTRIAN BRIDGE DECK TOBE RAISED AND/ORLENGTHENED WITH FOOTPATHON BOTH SIDES TO BEREALIGNED TO SUIT.

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CP-01

Tag= 327

EXISTING PEDESTRIAN ACCESS PATH

TO BE REINSTATED

25.52

CP-07

BA

1

0

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9

-9

9-9

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-1

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80m LONG OR THEREBY

NEW CONCRETE FLOOD WALL

WITH CREAM HARLING FINISH AND

GALVANISED STEEL HANDRAIL

SSE ELECTRICITY

CABLE TO BE

PROTECTED OR

DIVERTED

DURING WORKS

PEDESTRIAN BRIDGE DECK TOBE RAISED AND/ORLENGTHENED WITH FOOTPATHON BOTH SIDES TO BEREALIGNED TO SUIT.

EXISTING FENCE TO BE

REMOVED AND REPLACED BY

FLOODWALL WITH HANDRAIL

EXISTING FOOTPATH

TO BE REINSTATED

AND REALIGNED TO

TIE-INTO RAISED

BRIDGE DECK

The property of this drawing and design vested in Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part,

nor disclosed to a third party, without the prior written consent of Jeremy Benn Associates Ltd.

Port Neuk

1 Longcraig Road

South Queensferry

EDINBURGH

EH30 9TD

United Kingdom

www.jbaconsulting.com

t +44 (0)131 3192940

+44 (0)845 8627772

[email protected]

f

e

ApprovedCheckedDesignedDrawnDate

Offices at Atherstone, Doncaster, Edinburgh, Haywards Heath, Limerick, Newcastle upon Tyne, Newport, Saltaire,

Skipton, Tadcaster, Thirsk, Wallingford and Warrington

Project

Title

Client

for

Purpose of Issue Status

Scale

Drawing Number Revision

Project Number:

Drawn:

Designed:

Checked:

Approved:

Client Approval

Rev.:

A - Approved

B - Approved with Revisions

C - Do Not Use

Comments

Revision

Rev.:

Comments


Rev.:

Comments


Rev.:

Comments


Rev.:

Comments


SC-JBA-03-07-DR-C-0101

Smithton & Culloden Flood Protection Scheme

2013s7134

Flood Protection Scheme Drawings

Zone 3 Culloden Park Plan

Sheet 2 of 2

P4.0

1:500 @ A1

J. Redpath 25/08/15

S. Thomson 25/08/15

S. Cooney 25/08/15

R. Dobson 25/08/15

For Consultation S4

P1.1

Hatching and legend updated. Annotation added, embankment toe protection added, separation fence

added.

21/09/15 JR ST SC

P1.2

Note 5 added, Hatching, Boxes, annotation and Legend updated.

07/10/15 SO ST SC

P1.3

Title and revision number updated.

16/10/15 LA ST SC

P2.0

Proposed planting areas and existing trees to be removed added.Wetland added,additional annotation

legend updated.

11/01/16 JR SC RD DB

P3.0

For Consultation

08/04/16 AC SC RDSC

P4.0

For Consultation

20/04/16 JR SC SC RD

This map is reproduced from Ordnance Survey material with the permission of the Ordnance Survey on behalf of the

controller of Her Majesty's Stationery Office. (c) Crown Copyright. Unauthorized reproduction infringes Crown Copyright

and may lead to prosecution or civil proceedings. Highland Council 100023369

This is the plan marked SC-JBA-03-07-DR-C-0101

referred to in the Smithton & Culloden Flood Protection

Scheme 2016 made by The Highland Council.

LEGEND

OPEN CHANNEL WATERCOURSE

EROSION PROTECTION

NEW BRIDGE

FLOOD EMBANKMENT

SEE NOTES

EXISTING SERVICES

CS

SURFACE WATER SEWER

COMBINED SEWER

FOUL SEWER

BT OVERHEAD

BT UNDERGROUND

GAS

ELECTRICITY UNDERGROUND

SW

FS

BTO

BTU

GAS

ECU

WATER MAIN

WM

ELECTRICITY OVERHEAD

ECO

FLOOD STORAGE BASIN

EMBANKMENT TOE PROTECTION

AND SWALE PROTECTION

RETAINING WALL

GRAVEL VEHICLE ACCESS TRACK

TO FPS STRUCTURES FOR

MAINTENANCE

CONCRETE STRUCTURE

GRAVEL FOOTPATH

5m HINGED LIGHTING COLUMN

TREES TO BE REMOVED (ALL

OTHER TREES TO BE RETAINED)

XX SECTION MARKER

LIMITS OF LAND AFFECTED BY

OPERATIONS AND OF LAND UPON

WHICH ENTRY IS REQUIRED FOR

THE PURPOSES OF CARRYING

OUT THE OPERATIONS

REPROFILED GROUND

PROPOSED AREAS OF NEW TREE

PLANTING SEE NOTES

EXISTING TREES (TO BE

RETAINED)

GRASSCRETE SURFACE

Notes

1. These plans are in accordance with the requirements of Section 60 and Schedule 2

of the Flood Risk Management (Scotland) Act 2009.

2. Information received from statutory undertakers has been used to identify

approximate locations of services, exact locations of these services will be

determined during detailed design.

3. Drawing to be read in conjunction with :

SC-JBA-00-00-DR-C-0100

SC-JBA-03-07-DR-C-0100

SC-JBA-03-07-DR-C-0102

SC-JBA-03-07-DR-C-0103

SC-JBA-03-07-DR-C-0104

SC-JBA-00-00-RP-Z-0006_FPS Document

4. The location, horizontal and vertical extents of the operations may vary by those limits

(where applied) as noted in the Description of the Flood Protection Scheme.

5. Diversion of any statutory undertaker apparatus will be carried out by or on behalf of

the statutory undertaker under its own statutory powers.

6. Where existing fencing is removed to facilitate works it will be replaced with

equivalent fencing.

7. Steps to have timber risers with gravel filled goings and be provided with timber

stringers and timber handrails.

8. Warning signage and depth boards to be placed around park.

9. Surface of access track to screen to be permeable grass crete paving.

10. Flood embankment side slopes vary from 1:3 max to approx 1:6.

11. New gravel footpath with Hoggin finish constructed in line with Highland Council Road

and Transport Guidelines section 7.

12. Flood Embankment to be sown with wildflower mix (to be specified). The Flood

Embankment adjacent to the open channel watercourse to be seeded with wildflower

to suit semi-dry/wet conditions (to be specified).

13. Proposed areas of new tree planting. May vary in size subject to the constraints of the

final design.

14. Proposed wetland areas to be sown with a wetland wildflower mix to suit permanently

wet areas.

PROPOSED WETLAND AREA

Sal WHITE WILLOW

COMPENSATORY PLANTING KEY

Ai GREY ALDER

Cm HAWTHORNS

Sa ROWAN

Sar WHITEBEAM

Bp

BIRCH

Pp

BIRD CHERRY

Sxi S. WHITEBEAM

OPERATION

DESCRIPTION

CP-01

THE EXISTING CULLODEN BURN WEST CHANNEL WILL BE DIVERTEDINTO THE FLOOD STORAGE AREA USING A CONCRETE FLOOD WALL.

CP-02

NEW BRIDGE OF 14m SPAN, OR THEREBY, CROSSING THE DIVERTEDWATERCOURSE TO ALLOW ACCESS FOR MAINTENANCE VEHICLES ANDPEDESTRIANS.

CP-03

WORKS WILL BE UNDERTAKEN TO CONSTRUCT AN ONLINE FLOODSTORAGE BASIN TO CONSIST OF EARTH EMBANKMENTS KEYED INTOEXISTING GROUND WITH A SUITABLE CUT-OFF AND A VEHICULARACCESS TRACK ON THE CREST. THE CHANNEL WILL BE REALIGNED.

CP-05

A LENGTH OF 25m OR THEREBY OF THE WALL FROM THE DOWNSTREAMEND WILL BE USED AS A SPILLWAY ALONG WITH 56m OR THEREBYLENGTH OF EMBANKMENT. EXISTING ABANDONED CHANNEL TO BEREINSTATED AS A SHALLOW SWALE WITH EROSION PROTECTION TO THEEMBANKMENT TOE WHERE REQUIRED.

CP-07

NEW 80m LONG OR THEREBY FLOOD WALL TO PREVENT HIGH FLOWSFROM LEAVING THE CHANNEL. PEDESTRIAN BRIDGE DECK TO BE RAISEDAND/OR LENGTHENED WITH FOOTPATH ON BOTH SIDES TO BEREALIGNED TO SUIT.

CP-06

CONSTRUCTION OF A NEW OUTFALL CHANNEL, 28m IN LENGTH ORTHEREBY, WITH TIE-IN TO THE EXISTING CHANNEL DOWNSTREAM FROMTHE FLOOD STORAGE AREA.

CP-04

NEW OUTFLOW STRUCTURE TO INCLUDE FLOW CONTROLHYDROBRAKES, AN OUTFALL CULVERT BARREL, AN OVERFLOWARRANGEMENT AND A TRASH SCREEN ON THE UPSTREAM SIDE AND ASECURITY SCREEN ON THE DOWNSTREAM HEADWALL.

UPSTREAM FLOOD WALL

This map is reproduced from Ordnance Survey material with the permission of the Ordnance Survey on behalf of the

controller of Her Majesty's Stationery Office. (c) Crown Copyright. Unauthorized reproduction infringes Crown Copyright

and may lead to prosecution or civil proceedings. Highland Council 100023369

Rev.:

Comments


pedestrian bridge deck to lengthened with footpath … · wmwm wm wm wm wm wm wm wm wmwm wm wm wm...

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