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Item 5 Appendix1c Plans SlugainBurnRestoration 20260160DET

Cairngorms Nation­al Park Author­ity Ugh­dar­ras Pàirc Nàiseanta a’ Mhon­aidh Ruaidh

Item 5 Appendix 1c 09 Octo­ber 2026 Page 1 of 7

Agenda item 5

Appendix 1c

2026/0160/DET

Plans

Page 2

GEN­ER­AL NOTES

  1. ALL DIMEN­SIONS ARE IN MIL­LI­METRES UNLESS NOTED OTHERWISE.
  2. ALL COORDIN­ATES ARE IN METRES REL­AT­IVE TO ORD­NANCE SUR­VEY NATION­AL GRID.
  3. ALL DIMEN­SIONS MUST BE CHECKED/VERIFIED ON SITE.
  4. ANY DIS­CREP­AN­CIES NOTED ON SITE ARE TO BE REPOR­TED TO THE SUPER­VISOR IMMEDIATELY.
  5. THE ELEC­TRON­IC VER­SION OF THIS DRAW­ING IS NOT TO BE USED FOR SET­TING OUT.
  6. THE LOC­A­TIONS OF ANY KNOWN SER­VICES SHOWN ON DRAW­INGS ARE APPROX­IM­ATE AND FOR GUID­ANCE ONLY.
  7. SER­VICES INFORM­A­TION HAS BEEN BEEN PROVIDED BY THE CLI­ENT, DATED 23/04/2025.

DRAW­ING NOTES

  1. DRAW­ING TO BE READ IN CON­JUNC­TION WITH:
    • PQZ-JBA-00 – 00-DR-C-001-Site_Location_Plan
    • PQZ-JBA-00 – 00-DR-C-002-Site-Clearance
    • PQZ-JBA-00 – 00-DR-C-003-General_Arrangement_1_of_2
    • PQZ-JBA-00 – 00-DR-C-004-General_Arrangement_2_of_2
    • PQZ-JBA-00 – 00-DR-C-005-Channel_Long_Section_1_of_2
    • PQZ-JBA-00 – 00-DR-C-006-Channel_Long_Section_2_of_2
    • PQZ-JBA-00 – 00-DR-C-007-Bridge_Long_Section
    • PQZ-JBA-00 – 00-DR-C-008-Channel-Cross_Sections
    • PQZ-JBA-00 – 00-DR-C-009-Bridge_Cross_Sections
    • PQZ-JBA-00 – 00-DR-C-010-Standard-Details
    • PQZ-JBA-00 – 00-DR-C-011-Step-Pool-Details
    • PQZ-JBA-00 – 00-DR-C-012-Non-Technical_Overview_Plan
    • PQZ-JBA-00 – 00-DR-S-013-Structural_General_Arrangement
    • PQZ-JBA-00 – 00-DR-S-014-Sections_1_of_2
    • PQZ-JBA-00 – 00-DR-S-015-Sections_2_of_2

LEGEND

  • DIVER­TED BT- UNDERGROUND
  • FIN DRAIN
  • 1.1m HIGH POST & WIRE FENCE
  • IN SITU REIN­FORCED CONCRETE
  • DUCT ACCESS CHAMBER
  • PRECAST CON­CRETE

Con­struc­tion Notes

  • DOWN­STREAM CHAN­NEL FEA­TUR­ING STEP POOL MOR­PHO­LOGY SEE DRAW­ING PQZ-JBA-00 – 00-DR-C-003
  • CAST IN SITU BASE SLAB TO BE DESIGNED BY CONTRACTOR
  • CAST IN SITU WING WALL TO BE DESIGNED BY CONTRACTOR
  • NEW HIGH­WAY EMBANK­MENT TO ENABLE ROAD REALIGN­MENT. SEE DRAW­ING PQZ-JBA-00 – 00-DR-C-007
  • FIN DRAIN AS PER DRAW­ING PQZ-JBA-00 – 00-DR-S-015 TO HAVE REMOV­ABLE CAP ON UPSTREAM AND TO DIS­CHARGE AT DOWN­STREAM END OF WING WALL
  • 3.3m WIDE CAR­RIAGE­WAY CON­STRUC­TION. SEE DETAIL 1 ON DRAW­ING PQZ-JBA-00 – 00-DR-C-010
  • CAST IN SITU WING WALL TO BE DESIGNED BY CONTRACTOR
  • GAL­VAN­ISED N1/W2 STEEL PARA­PET 1m HIGH WITH STAIN­LESS STEEL BOLT AND BASE PLATE FIX­ING DESIGNED BY CONTRACTOR.
  • PRECAST HEAD­WALL TO BE DESIGNED BY CONTRACTOR
  • 3No 5800mm WIDE x 1500mm LONG x 2750mm HIGH PRECAST CUL­VERT UNITS
  • DUCT ACCESS CHAM­BER — DESIGNED BY OTHERS
  • SAFETY BAR­RI­ER CON­NEC­TED TO SUIT­ABLE CON­NECT­OR AT END TO BE DESIGNED BY CONTRACTOR.
  • DIVER­TED BT UNDER­GROUND. REFER TO CIVIL DRAW­ING PQZ-JBA-00 – 00-DR-C-003
  • ROAD HATCH­ING REMOVED IN CUL­VERT AREA FOR CLARITY
  • CUL­VERT TO CUL­VERT JOINT.
  • SAFETY BAR­RI­ER CON­NEC­TED TO SUIT­ABLE CON­NECT­OR AT END TO BE DESIGNED BY CONTRACTOR.
  • CAST IN SITU CON­CRETE JOINT. REFER TO PQZ-JBA-00 – 00-DR-S-015
  • GAL­VAN­ISED N1/W2 STEEL PARA­PET 1m HIGH WITH STAIN­LESS STEEL BOLT AND BASE PLATE FIX­ING DESIGNED BY CONTRACTOR
  • PRECAST HEAD­WALL TO BE DESIGNED BY CONTRACTOR
  • CAST IN SITU WING WALL TO BE DESIGNED BY CONTRACTOR
  • CAST IN SITU WING WALL TO BE DESIGNED BY CONTRACTOR
  • BASE SLAB TO BE DESIGNED BY CONTRACTOR
  • UPSTREAM CHAN­NEL FEA­TUR­ING STEP POOL MOR­PHO­LOGY SEE DRAW­ING PQZ-JBA-00 – 00-DR-C-003

SCALE 1:50 (m)

Doc­u­ment Control

Rev.Descrip­tionDateAuthorDesign­erCheck­erApprover
P02FOR REVIEW AND COMMENT31/03/26AJMASFST
P01FOR REVIEW AND COMMENT06/03/26MASFST

JBA Con­sult­ing

Unit 2.1, Quantum Court, Research Aven­ue South, Heri­ot Watt Research Park, Ric­car­ton, EDIN­BURGH EH14 4AP T: +44 (0)131 319 2940 E: info@​jbaconsulting.​com www​.jba​con​sult​ing​.com Twit­ter @JBAConsulting

Pro­ject Title: SLU­GAIN BURN RES­TOR­A­TION Draw­ing Title: STRUC­TUR­AL GEN­ER­AL ARRAGE­MENT SCALE: 1:50

This map is repro­duced from Ord­nance Sur­vey mater­i­al with the per­mis­sion of Ord­nance Sur­vey on behalf of the Con­trol­ler of His Majesty’s Sta­tion­ary Office Crown copy­right 2025. Unau­thor­ised repro­duc­tion infringes Crown copy­right and may lead to pro­sec­u­tion or civil pro­ceed­ings. Licence No. 100024198.

The High­land Council Cairngorms Nation­al Park Com­hairle na Gàid­healtachd Pàirc Nàiseanta a’ Mhon­aidh Ruaidh

Par­ent Mod­el: PQZ-JBA-XX-XX-M3-S-0001-Design Secur­ity Clas­si­fic­a­tion: FOR PLAN­NING Author: A. Jara­ba Design­er: M. Awais Anjum Check­er: S. Far­rar Approver: S. Thom­son Suit­ab­il­ity: SHARED FOR REVIEW AND COM­MENT Status: S3 Revi­sion: P02 Inform­a­tion Con­tain­er: PQZ-JBA-00 – 00-DR-S-013-Struc­tur­al_­Gen­er­al_Ar­range­ment A1 Sheet Size

Page 3

GEN­ER­AL NOTES

  1. ALL DIMEN­SIONS ARE IN MIL­LI­METRES UNLESS NOTED OTHERWISE.
  2. ALL COORDIN­ATES ARE IN METRES REL­AT­IVE TO ORD­NANCE SUR­VEY NATION­AL GRID.
  3. ALL DIMEN­SIONS MUST BE CHECKED/VERIFIED ON SITE.
  4. ANY DIS­CREP­AN­CIES NOTED ON SITE ARE TO BE REPOR­TED TO THE SUPER­VISOR IMMEDIATELY.
  5. THE ELEC­TRON­IC VER­SION OF THIS DRAW­ING IS NOT TO BE USED FOR SET­TING OUT.
  6. THE LOC­A­TIONS OF ANY KNOWN SER­VICES SHOWN ON DRAW­INGS ARE APPROX­IM­ATE AND FOR GUID­ANCE ONLY.
  7. SER­VICES INFORM­A­TION HAS BEEN PROVIDED BY THE CLI­ENT, DATED 23/04/2025.

DRAW­ING NOTES

  1. DRAW­ING TO BE READ IN CON­JUNC­TION WITH:
    • PQZ-JBA-00 – 00-DR-C-001-Site_Location_Plan
    • PQZ-JBA-00 – 00-DR-C-002-Site-Clearance
    • PQZ-JBA-00 – 00-DR-C-003-General_Arrangement_1_of_2
    • PQZ-JBA-00 – 00-DR-C-004-Gen­er­al Arrange­ment 2 of 2
    • PQZ-JBA-00 – 00-DR-C-005-Channel_Long_Section_1_of_2
    • PQZ-JBA-00 – 00-DR-C-006-Channel_Long_Section_2_of_2
    • PQZ-JBA-00 – 00-DR-C-007-Bridge_Long_Section
    • PQZ-JBA-00 – 00-DR-C-008-Channel-Cross_Sections
    • PQZ-JBA-00 – 00-DR-C-009-Bridge_Cross_Sections
    • PQZ-JBA-00 – 00-DR-C-010-Standard-Details
    • PQZ-JBA-00 – 00-DR-C-011-Step-Pool-Details
    • PQZ-JBA-00 – 00-DR-C-012-Non-Technical_Overview_Plan
    • PQZ-JBA-00 – 00-DR-S-013-Structural_General_Arrangement
    • PQZ-JBA-00 – 00-DR-S-014-Sections_1_of_2
    • PQZ-JBA-00 – 00-DR-S-015-Sections_2_of_2

LEGEND

  • EXIST­ING GROUND
  • PRO­POSED GROUND
  • BRIDGE DECK WATERPROOFING
  • IN SITU REIN­FORCED CONCRETE
  • PRECAST CON­CRETE
  • CLASS 1X RIVER GRAVELS
  • UPPER SUB­STRATE
  • LOWER SUB­STRATE
  • CLASS 6N BACK­FILL COMPACTED

Sec­tion 1 (SCALE 1:50)

  • PRECAST PARA­PET ON TOP OF CUL­VERT UNIT.
  • CAST IN SITU WING WALL TO BE DESIGNED BY CONTRACTOR
  • GAL­VAN­ISED N1/W2 STEEL PARA­PET 1m HIGH WITH STAIN­LESS STEEL BOLT AND BASE PLATE FIX­ING DESIGNED BY CONTRACTOR.
  • 315.225
  • 0.4m THICK CLASS 1X RIVER GRAVELS
  • 0.25 TO 0.5m THICK COHES­IVE LOWER SUB­STRATE SEE APPENDIX 6⁄70
  • 650
  • 3600
  • 3300
  • 315.150
  • REFER TO DETAIL 1 ON CIVIL DRAW­ING PQZ-JBA-00 – 00-DR-C-5000 FOR ROAD CON­STRUC­TION DETAIL
  • PRECAST HEAD­WALL ON TOP OF CUL­VERT UNIT
  • 313.200 EXPEC­TED 1 IN 200-YEAR FLOOD LEVEL
  • 312.079 APPROX. Q95 WATER LEVEL
  • PRECAST CUL­VERT UNITS TO BE DESIGNED BY CONTRACTOR
  • 75mm THICK BLIND­ING UNDER CUL­VERT UNITS

Sec­tion 2 (SCALE 1:50)

  • 5500
  • 1300
  • 3600
  • 3300
  • 7000
  • 1300
  • 315.225
  • 315.150
  • SHEAR KEY
  • CAST IN SITU BASE SLAB
  • 50mm THICK BLIND­ING UNDER BASE SLAB AND SHEAR KEY
  • 4208
  • DIVER­TED BT CABLE TO BE ENCLOSED IN THE DUCT.
  • TOP OF SLAB TO BE WATER­PROOFED WITH BBA SPRAY APPLIED SYSTEM
  • 313.200 EXPEC­TED 1 IN 200-YEAR FLOOD LEVEL
  • CAST IN SITU WING WALL TO BE DESIGNED BY CONTRACTOR
  • 312.079 APPROX. Q95 WATER LEVEL
  • RIVER CHAN­NEL MAKE UP OMMITED FOR CLARITY

SCALE 1:50 (m)

Doc­u­ment Control

Rev.Descrip­tionDateAuthorDesign­erCheck­erApprover