Cairngorms Nation­al Park Author­ity Ügh­dar­ras Pàirc Nàiseanta a’ Mhon­aidh Ruaidh

Item 5 Appendix 1 13 March 2026 Page 1 of 5

Agenda item 5

Appendix 1

2025/0143/DET

Plans

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Do not scale from this drawing.

Map Over­view

Site Loc­a­tion: The map shows the area around Dal­whin­nie, with the ​“SITE LOC­A­TION” marked along a river. Key geo­graph­ic­al fea­tures include:

• Caochan an Ruigh
• Dal­whin­nie (marked twice)
• Gen­er­al
• Wade’s Mil­it­ary
• River Tru­im
• Allt Coire Bhathaich
• Roads: A889, A9

Scale: 1:10,000 metres Scale Bar: 0m, 250m, 500m, 750m, 1000m

Copy­right: Con­tains Ord­nance Sur­vey data © Crown copy­right and data­base right 2025

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Revi­sion History

Rev.	Date	Descrip­tion	Drawn	Checked	Approved
A	14/05/25	RED LINE BOUND­ARY UPDATED, DRAW­ING RES­CALED TO 1:10,000	JATF	JR	JR

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Pro­ject Title: DAL­WHIN­NIE FLOOD DEFENCES

Site Centred At OS Grid Ref: NN 63822 84887

Cli­ent: DAL­WHIN­NIE FLOOD RESI­LI­ENCE GROUP

Draw­ing Title: SITE LOCATION

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Fairhurst 88 Queens Road, ABER­DEEN, AB15 4YQ Tel: 01224 321 222 Fax: 01224 323 201

Status: For Information

Scale at A4: 1:10000

Drawn: JATF Date: 08/04/25 Checked: JR Date: 14/04/25 Approved: JR Date: 14/04/25

Draw­ing No.: ¹⁶⁰³⁴³⁄₉₁₀₀ Revi­sion: A

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Do not scale from this drawing.

SAFETY HEALTH AND ENVIR­ON­MENT­AL INFORMATION

IN ADDI­TION TO THE HAZARD/RISKS NOR­MALLY ASSO­CI­ATED WITH THE TYPES OF WORK DETAILED ON THIS DRAW­ING, NOTE THE FOL­LOW­ING RISKS AND INFORM­A­TION. RISKS LIS­TED HERE ARE NOT EXHAUST­IVE. REFER TO DESIGN ASSESS­MENT FORM No.: 160343-GEO-DAF-01

CON­STRUC­TION

• INTER­FACE WITH PUBLIC
• WORK ADJA­CENT TO WATERWAYS
• CONTAMINATION/SOIL GAS
• ASBES­TOS
• GROUND­WA­TER
• SER­VICES
• OVER­HEAD 33 KW ELEC­TRIC CABLES (NON APPLICABLE)

Notes

• FOR INFORM­A­TION RELAT­ING TO USE, CLEAN­ING AND MAIN­TEN­ANCE SEE THE HEALTH AND SAFETY FILE
• IT IS ASSUMED THAT ALL WORKS WILL BE CAR­RIED OUT BY A COM­PET­ENT CON­TRACT­OR WORK­ING, WHERE APPRO­PRI­ATE, TO AN APPROVED METH­OD STATEMENT.

Map Details and Notes

Key Loc­a­tions:

• Cable Cot­tage
• Glen­isla
• TRU­IM VIEW (mul­tiple instances)
• Water Treat­ment Works
• Repeat­er Station
• Shingle areas

Infra­struc­ture Shown:

• Vari­ous 90mm HPPE pipes (some aban­doned, some active)
• WS000552/DALWHINE WS (aban­doned and act­ive instances)
• DIS­CHARGE POINT — ABANDONED
• 33 kV Over­head Align­ments (based on vis­ible poles)

Spe­cif­ic Map Notes:

• MICRO-SIT­TING REQUIRED TO ADJUST POS­I­TION AND ALIGN­MENT OF BOTH DITCH AND FLOOD BUND TO MIN­IM­ISE IMPACT ON EXIST­ING TREES AND TIE DITCH INTO EXIST­ING REL­IC CHAN­NEL FEATURES
• SSE RECORDS SHOW 33 kV OVER­HEADS ALONG THIS ALIGN­MENT BUT NO SIGN OF POLES IN AER­I­AL IMAGERY OR IN STREETVIEW
• 33 kV OVER­HEAD ALIGN­MENT BASED ON POLES VIS­IBLE IN AER­I­AL IMAGERY

Gen­er­al Notes:

1. DRAW­ING UNITS ARE IN METRES.
2. CON­TOURS ARE AT 0.10 m INTERVALS.
3. NOT ALL SPOT LEVELS HAVE BEEN SHOWN FOR CLARITY.
4. TOPO­GRAPH­IC SUR­VEY SHOWN ON THIS DRAW­ING IS A COM­POS­ITE MOD­EL COM­PILED FROM A TOPO­GRAPH­IC SUR­VEY CAR­RIED OUT BY FAIRHURST IN JANU­ARY 2025 AND BULESKY DTM MOD­EL RECEIVED FROM KAYA CON­SULT­ING IN JANU­ARY 2025.
5. TOPO­GRAPH­IC­AL SUR­VEY CAR­RIED OUT IN JANU­ARY 2025 AND SHOWN ON THIS DRAW­ING IS RELATED TO A OS GRID/DATUM USING GPS TO RELATE TO OSGB36 (15).
6. EXIST­ING SER­VICE INFORM­A­TION SHOWN ON THIS DRAW­ING TAKEN FROM SER­VICE PLANS OBTAINED ON 13^th MARCH 2025 AND FROM AVAIL­ABLE GOOGLE EARTH/STREETVIEW IMAGERY.
7. OTH­ER SER­VICES MAY BE PRESENT WHICH ARE NOT SHOWN ON THIS DRAWING
8. SER­VICE LOC­A­TIONS SHOWN ARE APPROX­IM­ATE AND ARE PROVIDED FOR ILLUS­TRAT­IVE PUR­POSES ONLY.
9. STAN­DOFF DIS­TANCES FOR EXIST­ING SER­VICES ARE TO BE AGREED WITH SER­VICE PROVIDER.
10. THE 3D CAD MOD­EL FILE OF THIS DRAW­ING, WHERE ISSUED, IS PROVIDED TO THE CON­TRACT­OR FOR INFORM­A­TION ONLY. SHOULD THE CON­TRACT­OR DECIDE TO USE THE 3D CAD MOD­EL FILE FOR ANY PUR­POSE THEY DO SO ENTIRELY AT THEIR OWN RISK AND SHOULD FIRST SAT­IS­FY THEM­SELVES TO THE ACCUR­ACY AND SUIT­AB­IL­ITY OF THE DATA FILE FOR THE PUR­POSE FOR WHICH THEY INTEND TO USE IT.
11. THE COPY­RIGHT OF THIS DRAW­ING SUB­SISTS WITH FAIRHURST.
12. ANY ORD­NANCE SUR­VEY DATA SHOWN ON THIS DRAW­ING HAS BEEN REPRO­DUCED WITH THE PER­MIS­SION OF HMSO. CROWN COPY­RIGHT RESERVED. LICENCE/CUSTOMER NO. AC0000805641.
13. THIS DRAW­ING SHOULD BE READ IN CON­JUNC­TION WITH ALL REL­EV­ANT ARCHI­TECTS & ENGIN­EERS DRAW­INGS AND SPECIFICATIONS.
14. THE CON­TRACT­OR IS RESPONS­IBLE FOR CHECK­ING THE LINE AND LEVEL OF EXIST­ING SER­VICES PRI­OR TO WORKS COM­MEN­CING, ANY DIS­CREP­AN­CIES FROM DESIGN INFORM­A­TION MUST BE REPOR­TED BACK TO THE ENGIN­EER IMME­DI­ATELY FOR ACTION
15. THIS DRAW­ING SHOULD ONLY BE USED FOR CON­STRUC­TION PUR­POSES WHEN THE ISSUE STATUS IS ​‘CON­STRUC­TION.”
16. THE CON­TRACT­OR WILL BE RESPONS­IBLE FOR ALL COSTS INVOLVED IN CHANGES OR MODI­FIC­A­TIONS REQUES­TED AND APPROVED, TO SUIT THEIR PRE­FERRED WORK­ING METHOD.
17. LARGE SCALE DETAILS TAKE PRE­CED­ENCE OVER SMALL SCALE DETAILS.
18. DO NOT SCALE.
19. IF IN DOUBT, ASK.

Legend

• ABAN­DONED WATER MAINS (RAW AND TREATED)
• 33 KV OVER­HEAD ELEC­TRIC CABLES
• DENOTES SUR­VEYED POS­I­TION OF ELEC­TRI­CITY POLE
• ACT­IVE WATER SUP­PLY BOREHOLE
• ISOL­ATED WATER SUP­PLY BOREHOLE
• 3m OFF­SET FROM ASSUMED LINE OF CENT­RAL 33 KV CABLE
• BT INFRA­STRUC­TURE (ABOVE AND BELOW GROUND)
• RED LINE PLAN­NING BOUNDARY
• FOUL SEW­ERS
• PRO­POSED FLOOD DEFENCE BUND
• WATER MAIN
• DENOTES PRO­POSED LEVEL AT TOP OF BUND
• 2m OFF­SET FROM ASSUMED CENTRE OF WATER MAIN
• RAW WATER MAINS
• PRO­POSED FLOOD DRAIN­AGE DITCH
• DENOTES PRO­POSED DITCH INVERT LEVEL
• Shingle

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Revi­sion History

Rev.	Date	Descrip­tion	Drawn	Checked	Approved
C	03/11/25	AER­I­AL IMAGERY REMOVED AND DRAW­ING NOTES UPDATED	PMCM	PMCM	PMCM
B	02/09/25	AER­I­AL IMAGERY ADDED	PMCM	PMCM	PMCM
A	23/04/25	REVISED SITE BOUNDARY.	PMCM	PMCM	PMCM

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Pro­ject Title: DAL­WHIN­NIE FLOOD DEFENCES

Cli­ent: DAL­WHIN­NIE FLOOD RESI­LI­ENCE GROUP

Draw­ing Title: PRO­POSED FLOOD DEFENCE BUND: SHEET 1 OF 4 OVER­ALL PLAN

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Fairhurst

Status: For Information

Scale at A4: 1:250 metres

Drawn: JATF Date: 13/03/25 Checked: PMCM Date: 08/04/25 Approved: PMCM Date: 15/04/25

Draw­ing No.: ¹⁶⁰³⁴³⁄₉₁₀₁ Revi­sion: C

---

Do not scale from this drawing.

SAFETY HEALTH AND ENVIR­ON­MENT­AL INFORMATION

IN ADDI­TION TO THE HAZARD/RISKS NOR­MALLY ASSO­CI­ATED WITH THE TYPES OF WORK DETAILED ON THIS DRAW­ING, NOTE THE FOL­LOW­ING RISKS AND INFORM­A­TION. RISKS LIS­TED HERE ARE NOT EXHAUST­IVE. REFER TO DESIGN ASSESS­MENT FORM No.: 160343-GEO-DAF-01

CON­STRUC­TION

• INTER­FACE WITH PUBLIC
• WORK ADJA­CENT TO WATERWAYS
• CONTAMINATION/SOIL GAS
• ASBES­TOS
• GROUND­WA­TER
• SER­VICES
• OVER­HEAD 33 KW ELEC­TRIC CABLES (NON APPLICABLE)

Notes

• FOR INFORM­A­TION RELAT­ING TO USE, CLEAN­ING AND MAIN­TEN­ANCE SEE THE HEALTH AND SAFETY FILE
• IT IS ASSUMED THAT ALL WORKS WILL BE CAR­RIED OUT BY A COM­PET­ENT CON­TRACT­OR WORK­ING, WHERE APPRO­PRI­ATE, TO AN APPROVED METH­OD STATEMENT.

Map Details and Notes (with Aer­i­al Imagery)

Key Loc­a­tions:

• Cable Cot­tage
• Glen­isla
• TRU­IM VIEW (mul­tiple instances)
• Water Treat­ment Works
• Shingle areas

Infra­struc­ture Shown:

• Vari­ous 90mm HPPE pipes (some aban­doned, some active)
• WS000552/DALWHINE WS (aban­doned and act­ive instances)
• DIS­CHARGE POINT — ABANDONED
• 33 kV Over­head Align­ments (based on vis­ible poles)

Spe­cif­ic Map Notes:

• MICRO-SIT­TING REQUIRED TO ADJUST POS­I­TION AND ALIGN­MENT OF BOTH DITCH AND FLOOD BUND TO MIN­IM­ISE IMPACT ON EXIST­ING TREES AND TIE DITCH INTO EXIST­ING REL­IC CHAN­NEL FEATURES
• SSE RECORDS SHOW 33 kV OVER­HEADS ALONG THIS ALIGN­MENT BUT NO SIGN OF POLES IN AER­I­AL IMAGERY OR IN STREETVIEW
• 33 kV OVER­HEAD ALIGN­MENT BASED ON POLES VIS­IBLE IN AER­I­AL IMAGERY

Gen­er­al Notes:

1. DRAW­ING UNITS ARE IN METRES.
2. CON­TOURS ARE AT 0.10 m INTERVALS.
3. NOT ALL SPOT LEVELS HAVE BEEN SHOWN FOR CLARITY.
4. TOPO­GRAPH­IC SUR­VEY SHOWN ON THIS DRAW­ING IS A COM­POS­ITE MOD­EL COM­PILED FROM A TOPO­GRAPH­IC SUR­VEY CAR­RIED OUT BY FAIRHURST IN JANU­ARY 2025 AND BULESKY DTM MOD­EL RECEIVED FROM KAYA CON­SULT­ING IN JANU­ARY 2025.
5. TOPO­GRAPH­IC­AL SUR­VEY CAR­RIED OUT IN JANU­ARY 2025 AND SHOWN ON THIS DRAW­ING IS RELATED TO A OS GRID/DATUM USING GPS TO RELATE TO OSGB36 (15).
6. EXIST­ING SER­VICE INFORM­A­TION SHOWN ON THIS DRAW­ING TAKEN FROM SER­VICE PLANS OBTAINED ON 13^th MARCH 2025 AND FROM AVAIL­ABLE GOOGLE EARTH/STREETVIEW IMAGERY.
7. GOOGLE EARTH SATEL­LITE IMAGERY SHOWN ON THIS DRAW­ING EXTRAC­TED USING QGIS AND LOC­A­TION ADJUS­TED TO SUIT OS INFORM­A­TION HELD BY FAIRHURST.
8. GOOGLE EARTH IMAGERY DATED SEPTEM­BER 2023.
9. GOOGLE EARTH IMAGERY: © GOOGLE EARTH, © AIR­BUS 2025.
10. OTH­ER SER­VICES MAY BE PRESENT WHICH ARE NOT SHOWN ON THIS DRAWING.
11. SER­VICE LOC­A­TIONS SHOWN ARE APPROX­IM­ATE AND ARE PROVIDED FOR ILLUS­TRAT­IVE PUR­POSES ONLY.
12. STAN­DOFF DIS­TANCES FOR EXIST­ING SER­VICES ARE TO BE AGREED WITH SER­VICE PROVIDER.
13. THE 3D CAD MOD­EL FILE OF THIS DRAW­ING, WHERE ISSUED, IS PROVIDED TO THE CON­TRACT­OR FOR INFORM­A­TION ONLY. SHOULD THE CON­TRACT­OR DECIDE TO USE THE 3D CAD MOD­EL FILE FOR ANY PUR­POSE THEY DO SO ENTIRELY AT THEIR OWN RISK AND SHOULD FIRST SAT­IS­FY THEM­SELVES TO THE ACCUR­ACY AND SUIT­AB­IL­ITY OF THE DATA FILE FOR THE PUR­POSE FOR WHICH THEY INTEND TO USE IT.
14. THE COPY­RIGHT OF THIS DRAW­ING SUB­SISTS WITH FAIRHURST.
15. ANY ORD­NANCE SUR­VEY DATA SHOWN ON THIS DRAW­ING HAS BEEN REPRO­DUCED WITH THE PER­MIS­SION OF HMSO, CROWN COPY­RIGHT RESERVED. LICENCE/CUSTOMER NO. AC0000805641.
16. THIS DRAW­ING SHOULD BE READ IN CON­JUNC­TION WITH ALL REL­EV­ANT ARCHI­TECTS & ENGIN­EERS DRAW­INGS AND SPECIFICATIONS.
17. THE CON­TRACT­OR IS RESPONS­IBLE FOR CHECK­ING THE LINE AND LEVEL OF EXIST­ING SER­VICES PRI­OR TO WORKS COM­MEN­CING. ANY DIS­CREP­AN­CIES FROM DESIGN INFORM­A­TION MUST BE REPOR­TED BACK TO THE ENGIN­EER IMME­DI­ATELY FOR ACTIONL
18. THIS DRAW­ING SHOULD ONLY BE USED FOR CON­STRUC­TION PUR­POSES WHEN THE ISSUE STATUS IS ​‘CON­STRUC­TIONL
19. THE CON­TRACT­OR WILL BE RESPONS­IBLE FOR COSTS INVOLVED IN CHANGES OR MODI­FIC­A­TIONS REQUES­TED AND APPROVED, TO SUIT THEIR PRE­FERRED WORK­ING METHOD.
20. LARGE SCALE DETAILS TAKE PRE­CED­ENCE OVER SMALL SCALE DETAILS.
21. DO NOT SCALE.
22. IF IN DOUBT, ASK.

Legend

• ABAN­DONED WATER MAINS (RAW AND TREATED)
• 33 KV OVER­HEAD ELEC­TRIC CABLES
• DENOTES SUR­VEYED POS­I­TION OF ELEC­TRI­CITY POLE
• ACT­IVE WATER SUP­PLY BOREHOLE
• ISOL­ATED WATER SUP­PLY BOREHOLE
• 3m OFF­SET FROM ASSUMED LINE OF CENT­RAL 33 KV CABLE
• BT INFRA­STRUC­TURE (ABOVE AND BELOW GROUND)
• RED LINE PLAN­NING BOUNDARY
• FOUL SEW­ERS
• PRO­POSED FLOOD DEFENCE BUND
• WATER MAIN
• DENOTES PRO­POSED LEVEL AT TOP OF BUND
• 2m OFF­SET FROM ASSUMED CENTRE OF WATER MAIN
• RAW WATER MAINS
• PRO­POSED FLOOD DRAIN­AGE DITCH
• DENOTES PRO­POSED DITCH INVERT LEVEL
• Shingle

---

Revi­sion History

Rev.	Date	Descrip­tion	Drawn	Checked	Approved
C	03/11/25	AER­I­AL IMAGERY REMOVED AND DRAW­ING NOTES UPDATED	PMCM	PMCM	PMCM
B	02/09/25	AER­I­AL IMAGERY ADDED	PMCM	PMCM	PMCM
A	23/04/25	REVISED SITE BOUNDARY.	PMCM	PMCM	PMCM

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Pro­ject Title: DAL­WHIN­NIE FLOOD DEFENCES

Cli­ent: DAL­WHIN­NIE FLOOD RESI­LI­ENCE GROUP

Draw­ing Title: PRO­POSED FLOOD DEFENCE BUND: SHEET 1 OF 4 OVER­ALL PLAN WITH AER­I­AL IMAGERY

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Fairhurst

Status: For Information

Scale at A4: 1:250 metres

Drawn: PMCM Date: 03/11/25 Checked: PMCM Date: 03/11/25 Approved: PMCM Date: 03/11/25

Draw­ing No.: ¹⁶⁰³⁴³⁄₉₁₁₁ Revi­sion: C

---

Do not scale from this drawing.

SAFETY HEALTH AND ENVIR­ON­MENT­AL INFORMATION

IN ADDI­TION TO THE HAZARD/RISKS NOR­MALLY ASSO­CI­ATED WITH THE TYPES OF WORK DETAILED ON THIS DRAW­ING, NOTE THE FOL­LOW­ING RISKS AND INFORM­A­TION. RISKS LIS­TED HERE ARE NOT EXHAUST­IVE. REFER TO DESIGN ASSESS­MENT FORM NO.

CON­STRUC­TION:

• INTER­FACE WITH PUBLIC
• WORK ADJA­CENT TO WATERWAYS
• CONTAMINATION/SOIL GAS
• ASBES­TOS
• GROUND­WA­TER
• SER­VICES
• OVER­HEAD 33 KV ELEC­TRIC CABLES
• DEMOLI­TION

Notes

• FOR INFORM­A­TION RELAT­ING TO USE, CLEAN­ING AND MAIN­TEN­ANCE SEE THE HEALTH AND SAFETY FILE
• IT IS ASSUMED THAT ALL WORKS WILL BE CAR­RIED OUT BY A COM­PET­ENT CON­TRACT­OR WORK­ING, WHERE APPRO­PRI­ATE, TO AN APPROVED METH­OD STATEMENT.

Draw­ing Details: Sec­tion A‑A

Map Loc­a­tion Labels:

• A889
• DAL­WHIN­NIE WATER TREAT­MENT WORKS
• TRU­IM­BANK
• RIVER TRU­IM

Loc­a­tion of Bund Cross-Sec­tion A‑A (Scale 1:500)

SEC­TION A‑A: TYP­IC­AL SEC­TION THROUGH PRO­POSED FLOOD BUND (SCALE 1:50)

Cross-Sec­tion Data

Chain­age	Exist­ing Ground Levels	Pro­posed Ground Levels
0.000	353.286	353.286
1.000	353.248	353.248
2.000
3.000
4.000
5.000	354.532	354.532
6.000
7.000	353.262	353.294
8.000	353.313	353.313
9.000
10.000
11.000
12.000	353.399	353.399

Addi­tion­al Labels / Features:

• WEST / EAST
• HEIGHT (mAOD): 355.0, 354.0
• EGL (Exist­ing Ground Levels)
• BUND FORMED OF LOC­ALLY WON SOILS
• BUND CREST
• GCL LINER
• TRENCH TO BE BACK­FILLED WITH EXCAV­ATED SOILS
• BOULDERS TO BE PLACED ON RIVER SIDE OF BUND AND KEYED INTO EXIST­ING GROUND
• 1 IN 200 YEAR FLOOD LEVEL
• 1:200+CC FLOOD LEVEL
• Datum 352.0 mAOD (West side)
• Datum 350.0 mAOD (East side)

Notes:

1. DRAW­ING UNITS ARE IN METRES.
2. SPOT LEVELS AND EXIST­ING SER­VICES HAVE NOT BEEN SHOWN FOR CLARITY.
3. FOR THE FULL LAY­OUT OF PRO­POSED FLOOD DEFENCE BUND WORKS, REFER TO FAIRHURST DRAW­INGS ¹⁶⁰³⁴³⁄₉₁₀₁ TO ¹⁶⁰³⁴³⁄₉₁₀₄.
4. GCL LINER TO BE INSTALLED IN LINE WITH THE MANUFACTURER’S RECOM­MEND­A­TIONS AND REQUIREMENTS.
5. THE COPY­RIGHT OF THIS DRAW­ING SUB­SISTS WITH FAIRHURST.
6. ANY ORD­NANCE SUR­VEY DATA SHOWN ON THIS DRAW­ING HAS BEEN REPRO­DUCED WITH THE PER­MIS­SION OF HMSO. CROWN COPY­RIGHT RESERVED. LICENCE/CUSTOMER NO. AC0000805641.
7. THIS DRAW­ING SHOULD BE READ IN CON­JUNC­TION WITH ALL REL­EV­ANT ARCHI­TECTS & ENGIN­EERS DRAW­INGS AND SPECIFICATIONS.
8. THE CON­TRACT­OR IS RESPONS­IBLE FOR CHECK­ING THE LINE AND LEVEL OF EXIST­ING SER­VICES PRI­OR TO WORKS COM­MEN­CING. ANY DIS­CREP­AN­CIES FROM DESIGN INFORM­A­TION MUST BE REPOR­TED BACK TO THE ENGIN­EER IMME­DI­ATELY FOR ACTION.
9. THIS DRAW­ING SHOULD ONLY BE USED FOR CON­STRUC­TION PUR­POSES WHEN THE ISSUE STATUS IS ​‘CON­STRUC­TION.’
10. THE CON­TRACT­OR WILL BE RESPONS­IBLE FOR ALL COSTS INVOLVED IN CHANGES OR MODI­FIC­A­TIONS REQUES­TED AND APPROVED, TO SUIT THEIR PRE­FERRED WORK­ING METHOD.
11. LARGE SCALE DETAILS TAKE PRE­CED­ENCE OVER SMALL SCALE DETAILS.
12. DO NOT SCALE.
13. IF IN DOUBT, ASK.

Legend

• LINE OF CROSS SECTION
• XXXXXXXXXXXXX BUND / TRENCH BACKFILL
• EXIST­ING GROUND LEVELS
• PRO­POSED GROUND LEVELS
• KKK EXIST­ING GROUND
• RED LINE PLAN­NING BOUNDARY

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Pro­ject Title: DAL­WHIN­NIE FLOOD DEFENCES

Cli­ent: DAL­WHIN­NIE FLOOD RESI­LI­ENCE GROUP

Draw­ing Title: TYP­IC­AL SEC­TION THROUGH PRO­POSED FLOOD DEFENCE BUND

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Fairhurst Brit­an­nia House, Endeav­our Drive Arnhall Busi­ness Park, West­hill, AB32 6UF Tel: 01224 047320

Status: For Information

Scale at A2: