CP-06 KEPPOCH ROAD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA GAS GAS GAS GAS GAS AS GAS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FS FS FS FS FS FS FS FS WM WM WM WM WM WM WM WM WM WM WM WM SW SW SW SW SW SW SW SW SW WM WM WM WM WM FS FS FS ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU CU ECU ECU E ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU CU ECU ECU ECU ECU ECU ECU ECU WM WM WM WM W FS FS FS FS FS FS FS FS FS FS FS FS FS WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM M PITCH No.1 CP-04 CP-03 8-8 3-3 3-3 2-2 2-2 1-1 1-1 5-5 7-7 8-8 5-5 6-6 CP-01 6-6 7-7 CP-05 4-4 4-4 CP-05 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 MAINTENANCE VEHICLES 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 MAINTENANCE VEHICLES 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 CP-02 NEW PEDESTRIAN ENTRANCE ACCESS TRACK TO SCREEN SEE NOTE 9 ACCESS STEPS SEE NOTE 7 PARK SPACE Sa Sa Sar Sa Bp Bp Bp Sa Bp Sa Bp Sar Sa Sar Bp Bp Sa Cm Bp Ai Sa Bp Cm Sa Sa Pp Pp Bp Pp Sa Sa Bp Sa Sal Cm Bp Bp Pp Pp Pp Pn Ca Bp Bp Sa Sa Bp Bp Sa Pn Sa Cm Bp Bp Bp Bp Cm Pn Sa Sxi Bp Sa Sa Bp Bp Bp Bp 25.52 100x60 PITCH WITH 3m BORDER CONSTRUCTED TO SPORTS SCOTLAND SPECIFICATIO PITCH No.2 100x60 PITCH WITH 3m BORDER CONSTRUCTED TO SPORTS SCOTLAND SPECIFICATION B A SSE ELECTRICITY CABLE TO BE PROTECTED OR DIVERTED DURING WORKS PEDESTRIAN BRIDGE DECK TO BE RAISED AND/OR LENGTHENED WITH FOOTPATH ON BOTH SIDES TO BE REALIGNED TO SUIT. WM WM WM WM WM WM WM WM WM WM WM WM WM FS FS FS FS FS FS FS FS FS FS FS FS F WM WM WM WM WM WM WM WM SW SW SW SW SW ECU ECU ECU ECU ECU ECU ECU ECU CU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU CU ECU ECU ECU ECU ECU ECU ECU ECU ECU ECU E ECU CP-01 Tag= 327 EXISTING PEDESTRIAN ACCESS PAT TO BE REINSTATED 25.52 CP-07 B A 10-10 10-10 9-9 9-9 11-11 11-11 80m LONG OR THEREBY NEW CONCRETE FLOOD WALL WITH CREAM HARLING FINISH AN GALVANISED STEEL HANDRAIL SSE ELECTRICITY CABLE TO BE PROTECTED OR DIVERTED DURING WORKS PEDESTRIAN BRIDGE DECK BE RAISED AND/OR LENGTHENED WITH FOOTP ON BOTH SIDES TO BE REALIGNED 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 Approved Checked Designed Drawn Date 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 Approved Checked Designed Drawn Date Rev.: Comments Approved Checked Designed Drawn Date Rev.: Comments Approved Checked Designed Drawn Date Rev.: Comments Approved Checked Designed Drawn Date 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 RD SC 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 DIVERTED INTO THE FLOOD STORAGE AREA USING A CONCRETE FLOOD WALL. CP-02 NEW BRIDGE OF 14m SPAN, OR THEREBY, CROSSING THE DIVERTED WATERCOURSE TO ALLOW ACCESS FOR MAINTENANCE VEHICLES AND PEDESTRIANS. CP-03 WORKS WILL BE UNDERTAKEN TO CONSTRUCT AN ONLINE FLOOD STORAGE BASIN TO CONSIST OF EARTH EMBANKMENTS KEYED INTO EXISTING GROUND WITH A SUITABLE CUT-OFF AND A VEHICULAR ACCESS TRACK ON THE CREST. THE CHANNEL WILL BE REALIGNED. CP-05 A LENGTH OF 25m OR THEREBY OF THE WALL FROM THE DOWNSTREAM END WILL BE USED AS A SPILLWAY ALONG WITH 56m OR THEREBY LENGTH OF EMBANKMENT. EXISTING ABANDONED CHANNEL TO BE REINSTATED AS A SHALLOW SWALE WITH EROSION PROTECTION TO THE EMBANKMENT TOE WHERE REQUIRED. CP-07 NEW 80m LONG OR THEREBY FLOOD WALL TO PREVENT HIGH FLOWS FROM LEAVING THE CHANNEL. PEDESTRIAN BRIDGE DECK TO BE RAISED AND/OR LENGTHENED WITH FOOTPATH ON BOTH SIDES TO BE REALIGNED TO SUIT. CP-06 CONSTRUCTION OF A NEW OUTFALL CHANNEL, 28m IN LENGTH OR THEREBY, WITH TIE-IN TO THE EXISTING CHANNEL DOWNSTREAM FROM THE FLOOD STORAGE AREA. CP-04 NEW OUTFLOW STRUCTURE TO INCLUDE FLOW CONTROL HYDROBRAKES, AN OUTFALL CULVERT BARREL, AN OVERFLOW ARRANGEMENT AND A TRASH SCREEN ON THE UPSTREAM SIDE AND A SECURITY 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 Approved Checked Designed Drawn Date