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Item5Appendix1Plans20200108DET

CAIRNGORMS NATION­AL PARK AUTHOR­ITY Plan­ning Com­mit­tee Agenda Item 5 Appendix 1 11/12/2020

AGENDA ITEM 5

APPENDIX I

2020/0108/DET

PLANS

New Single Car­riage­way Road and Bridge at Gairnshiel

Grouse Butt 328.9m コ Grouse Butts Gairn­shiel Lodge Corn­davon Cot­tage Mor­ven Cot­tage Pro­duc­tion Date: 07 Jan 2020 Aber­deen­shire A Notes COUN­CIL 소 River Gairn B976 Drain Old Mil­it­ary Road GP 328.9m 328.3m 0 50m 100m Track 323.7m Dal­phu­il Drain Scale 1:2500 Loc­a­tion Plan N Crown copy­right and data­base rights 2020 All rights reserved. Ord­nance Sur­vey Licence num­ber 0100020767 Applic­a­tion Boundary

8976 to Crath Entrance to Gal­in­shlel Lodge N Estate Track Gain­shiel Bridge 50 River Gaim OSE 30 – 0

NEW PRIVATE ACCESS (For Estate traffic only)  09 20 NEW FIELD ACCESS LIVE­STOCK CROSS­INGS 00 NEW T‑JUNCTION Plan 1:500 AIRN­SHIEL BRIDGE NEW HARDENDED VERGE (Park­ing for 4 cars)  **

BOUND­ARY OF PRO­POSED DEVEL­OP­MENT BOUND­ARY OF ADJOIN­ING LAND CON­TROLLED BY THE APPLIC­ANT OL EXIST­ING RES­ID­EN­TIAL ACCESS Track to Dal­phull A939 to Tomin­toul Red Ine bound­ary revised to n changes to road align­ment OS Extract 11/8/20 Repro­duced from the Ord­nance Sur­vey rap­pling with the per­son of the Cen­ter of Her Crown Aber­deen­shike Cour copy­right. Unau­those reproduktes or cell pro­ceed­ings. A939 Galrn­shlel Bridge Pro­posed New Single Car­riage­way Road and Bridge Head of Roads, Land­scape and Waste Ser­vices Scales: 1:500 Lay­out Plan Aber­deen­shire COUN­CIL Infrastr HEAD BEARD ABSTRANS­RESCRIPESER­VICES www.aberdeenshire.gov.k Pro­jec 6/A939/8/672/202

8976 to Cram­ie Tim­ber fabed /​safety fen­cing Abut­ments and wing­walls clad in gran­ite masonry N 11400 Estate Track Cast iron bol­lards (gaps 1.5m min­im­um) pre­vent 4000 Set back Weath­er­ing steel super­struc­ture 34000 Clear span Precast con­crete para­pet /​ctad in gran­ite masonry clad Sofft Level 327.200m T 600 min free­board above 1:200yr+CC flood event provided River Galm Nor­mal water level 600 1800 Verge Com­bined Akerb/​drainage sys­tem 2.5% New Bridge Elev­a­tion 1:125 10800 6000 Car­rt­age­way Inforced con­crete deck slab 2.5% New Bridge Typ­ic­al Cross Sec­tion 1:50 1800 Verge Res­in bon­ded grave with aggreg­ate dol­our to loc­al path­serges nicles cross­ing over lis­ted bridge Redund­ant sec­tion of exist­ing road retained fo arcauld Estate vehicle and Non Motor­ised User (NMU) cess Galmshiel Bridge. con­trolled by locked and access (gaps 1.5m min­im­um) for NMU Gain­shiel Bridge Cast Iron bol­lards (gaps 1.5m min­im­um) o pre­vent vehicles cross­ing over lis­ted bridge Red sec­tion of exist­ing road retained for Inver­cauld Estate vehicle access up to estate and Non Motor­ised User (NMU) access over Galmshiel Brkige. Entrance to Gain­shiel Lodge Access con­trolled by 4.2m wide locked gate and open side access (gaps 1.5m min­im­um) for NMU Set back 600 ent form­work Weath­er­ing steel super­stu River Gaim Tim­ber faced safety fen­cing Precast con­crete para­pet clad In gran­ite masonry  1400 Precast con­crete wall Pled found­a­tions NEW PRIVATE ACCESS (For Estate trafic Post & wire Tim­ber faced, safety fen­cing 000 20 Post & wire stock fence, NEW GAIRN­SHIEL BRIDGE NEW FIELD ACCESS LIVE­STOCK CROSS­INGS 00% NEWT-JUNC­TION Exist­ing junc­tion pri­or­ity changed All dir­ec­tion signs taken down and new edge mark­ing and tem­por­ary new road lay­out ahead signs erec­ted Over­head Elec­tric Cable Gen­er­al Arrange­ment Plan 1:500 NEW HARDENDED VERGE (Paik­ing for a cars) 500mm high dry­stone to match en  50 See Arbor­i­cul­tur­al Assess­ment Report which Iden­tifines trees to be removed ** 1939 from Bal­later 80 EXIST­ING RES­ID­EN­TIAL ACCESS Track to Dat­phu­il Verge Car­riage­way Verge Precast con­crete 2.5% New Road Typ­ic­al Cross Sec­tion In Embank­ment 1:50 A935 to Tomin­toul NOTES:

  1. All levels to OS Datum
  2. Con­tours Nor­mal Inter­val = 0.2 metres Drain­age grips acros embank­ment at inter­vals 50m High­light inter­val 1,0 metres Legend GU Road Gully RS Road Slan Tele­com PPT Tele­com Pole PT Tele­com Cham­ber PPE Elec­tri­city Pole Elec­tri­city 1500 Post & wire stock fence North east approa aland VRS GSF 16/8/20 pos­i­tion revised, dry­stone wall added Road align­ment revised at north end, GSE 10/8/20 bridge road revised trans­formed to OS Datum GSF 13/5/20 Child OS Extract Crown copy­right Repro­duced from the Ord­nance Suney map­ping with the per­moon of the Con­trol­er of Her Crown Aber­deen­shire Cound Lance No. 010002076 A939 Galrn­shlel Bridge Pro­posed New Single Car­rlage­way Road and Bridge Head of Roads, Land­scape and Waste Ser­vices Gen­er­al Arrange­ment Scales: As shown Aber­deen­shire A COUN­CIL Infrastr vices HEAD OF ROADS & LAND­SCAPE SER­VICES www​.aber​deen​share​.gov. Pro­jec 6/A939/8/672/201

01 1m Elev­a­tion 1:200 Tim­ber secur­ity fen­cing 10m 01 592 240 THIS DRAW­ING IS COPY­RIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAW­ING: WORK FROM FIGURED DIMEN­SIONS ONLY. ALL DIMEN­SIONS ARE IN mm. UNLESS OTH­ER­WISE STATED. Fair faced con­crete cop­ings Gran­ite to match his­tor­ic bridge Weath­er­ing steel 03 18.08.20 Inform­a­tion JK BMA 02 14.02.20 Inform­a­tion JK BMA 01 12.12.18 Inform­a­tion AH BMA REV DATE DESCRIP­TION DRW CHK Gairn­shiel Bridge MOX­ON LON­DON Great West­ern Stu­di­os, 65 Alfred Road, Lon­don W2 5EU t 0207 034 0088 | f 0207 034 0099 SCOT­LAND Ardoch, Crath­ie, Aber­deen­shire AB35 5UN 101339 742047 | f 0207 034 0099 mail@​moxonarchitects.​com | www​.mox​on​ar​chi​tects​.com Pro­ject Draw­ing Title Elev­a­tion Draw­ing No. 592 230 Status Inform­a­tion Drawn by Pro­ject No. JK 592 Checked by BMA Date 18/08/20 Scale 1:200 Size Al (841x594mm) Rev. 03

3 Deck Level +101.67 2 Datum 100 +100.00 1 Detailed Cross Sec­tion 1:50 1525 01 592 241 THIS DRAW­ING IS COPY­RIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAW­ING: WORK FROM FIGURED DIMEN­SIONS ONLY. ALL DIMEN­SIONS ARE IN mm, UNLESS OTH­ER­WISE STATED. 1800 Verge 6000 Car­riage­way 1800 Verge 1 592_261 1000 Fair faced con­crete cop­ing Loc­ally sourced gran­ite to match his­tor­ic bridge Fair faced con­crete para­pet In-situ con­crete deck Weath­er­ing steel 03 18.08.20 Inform­a­tion JK BMA 02 14.02.20 Inform­a­tion JK BMA REV DATE DESCRIP­TION DRW CHK MOX­ON LON­DON Great West­ern Stu­di­os, 65 Alfred Road, Lon­don W2 5EU t 0207 034 0088 | f 0207 034 0099 SCOT­LAND Ardoch, Crath­ie, Aber­deen­shire AB35 5UN 101339 742047 | f 0207 034 0099 mail@​moxonarchitects.​com | www​.mox​on​ar​chi​tects​.com Pro­ject Gairn­shiel Bridge Draw­ing Title Detailed Cross Sec­tion Status Inform­a­tion Drawn by JK Pro­ject No. 592 Draw­ing No. 592 260 Checked by BMA Date 18/08/20 Scale 1:50 Size Al (841x594mm) Rev. 03

01 1m Deck Level Plan 1:200 10m 01 592 240 MOX­ON THIS DRAW­ING IS COPY­RIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAW­ING: WORK FROM FIGURED DIMEN­SIONS ONLY. ALL DIMEN­SIONS ARE IN mm. UNLESS OTH­ER­WISE STATED. Pro­ject 01 592_241 02 14.02.20 Inform­a­tion JK BMA 01 12.12.18 Inform­a­tion AH BMA REV DATE DESCRIP­TION DRW CHK Gairn­shiel Bridge LON­DON Great West­ern Stu­di­os, 65 Alfred Road, Lon­don W2 5EU t 0207 034 0088 | f 0207 034 0099 SCOT­LAND Ardoch, Crath­ie, Aber­deen­shire AB35 5UN 101339 742047 | f 0207 034 0099 mail@​moxonarchitects.​com | www​.mox​on​ar​chi​tects​.com Draw­ing Title Deck Level Plan Status Inform­a­tion Drawn by JK Pro­ject No. 592 Draw­ing No. 592_221 Checked by BMA Scale 1:200 Date 14.02.2020 Size Al (841x594mm) Rev. 02

Shad­ow gap Para­pet Detail 1 1:10 1000 R 100 R 250 350 250 R 50 75 イ Fair faced con­crete cop­ing with roun­ded corner to cre­ate softer edge on intern­al face. Drip check Loc­ally sourced gran­ite to match his­tor­ic bridge Thick­ness = 250mm min Fair faced con­crete para­pet In-situ con­crete deck Drip check detail Weath­er­ing steel beam THIS DRAW­ING IS COPY­RIGHT. ALL RIGHTS RESERVED. DO NOT SCALE FROM THIS DRAW­ING: WORK FROM FIGURED DIMEN­SIONS ONLY. ALL DIMEN­SIONS ARE IN mm. UNLESS OTH­ER­WISE STATED. 03 18.08.20 Inform­a­tion REV DATE DESCRIP­TION Gairn­shiel Bridge MOX­ON LON­DON Great West­ern Stu­di­os, 65 Alfred Road, Lon­don W2 5EU t 0207 034 0088 | f 0207 034 0099 SCOT­LAND Ardoch, Crath­ie, Aber­deen­shire AB35 5UN 101339 742047 | f 0207 034 0099 mail@​moxonarchitects.​com | www​.mox​on​ar​chi​tects​.com Pro­ject Draw­ing Title Para­pet Drip Detail Status WIP Drawn by JK Pro­ject No. 592 Draw­ing No. 592 261 JK BMA DRW CHK Checked by BMA Date 18/08/20 Scale 1:10 Size Al (841x594mm) Rev. 03

Tie-in to pro­posed A939 main­line Datum = 326.0 ‑B976 to Brae­mar 001 Tie in to exist­ing 091 R12m Ref: 0031 Pro­posed A939 South­ern Main­line widen­ing. 400 R15m 0 201 350 Main­line Road Restraint Sys­tem 07 7.2m of loc­al­ised verge widen­ing to accom­mod­ate 120m Stop­ping Sight Dis­tance and main­line VRS. New Field Access / live­stock cross­ing 1 New major/​minor junc­tion with A939 south A939 from Bal­later SAFETY, HEALTH AND ENVIR­ON­MENT­AL INFORM­A­TION In addi­tion to the hazards/​risks nor­mally asso­ci­ated with the types of work detailed on this draw­ing, note the fol­low­ing: CON­STRUC­TION Risk 0017 Flood­ing of site from river gairn Risk 0019 Archae­olo­gic­al sites iden­ti­fied Risk 0021 Works in the vicin­ity of a spe­cial area of con­ser­va­tion Risk 0031 — Unknown bur­ied util­it­ies with­in vicin­ity to works. Risk 0032 — Works in vicin­ity to over­head util­it­ies MAINTENANCE/CLEANING No unusu­al or sig­ni­fic­ant risk iden­ti­fied USE No unusu­al or sig­ni­fic­ant risk iden­ti­fied DECOMMISSIONING/DEMOLITION No unusu­al or sig­ni­fic­ant risk iden­ti­fied It is assumed that all works will be car­ried out by a com­pet­ent con­tract­or work­ing, where appro­pri­ate, to an approved meth­od state­ment Tie-in to pro­posed A939 main­line Tie in to exist­ing Datum = 328.0 Design Chain­age Exist­ing Level 326.686 326.665 10.000 326.744 12.411 Design Chain­age 10.000 Exist­ing Level Pro­posed Level Pro­posed Level 328.479 20.000 D=12.411 D=29.668 Hori­zont­al Align­ment Hori­zont­al Align­ment Ver­tic­al Align­ment Ver­tic­al Align­ment R=500.000 P=2.500% L=13.532 P=1.000%/R=120.000 P=3.294% P=1.471% L=0.185 Dal­phu­il Access New Inver­cauld Estate Access Scale H 1:500 V 1:100 Scale H 1:500 V 1:100 NOTES: 1. ALL UNITS IN METRES UNLESS STATED OTH­ER­WISE. P07 16/11/20 Revised struc­ture lay­out SM SM CS Rev Date Descrip­tion Drawn Check Approv 5. TIM­BER CLAD RRS OR APPROVED EQUI­VAL­ENT. KEY PROFILE

  1. ALL LEVELS IN METRES AOD
  2. NO SER­VICES HAVE BEEN IDEN­TI­FIED IN INTER­FER­ENCE WITH THE BRIDGE FOOTPRINT.
  3. REFER TO DRAW­ING 10037307-ARC-HIML-ZZ-DR-HE-00002 FOR DESIGN DETAILS OF JUNC­TION. Exist­ing ground level Pro­posed design level 100mm on Ori­gin­al Over­head Power Cable N2W2 Guard­rail Over­head Tele­com Cable Para­pet trans­ition P2 Ter­min­al Datum = 323.0 6,000 River Gairn 1 New Gaim­shiel Bridge Ref: 0017, 0019 & 0021 Plan Scale 1:500 Main­line Road Restraint Sys­tem 6.000 250 R11m 7.9m of loc­al­ised verge widen­ing to accom­mod­ate 90m Stop­ping Sight Dis­tance R15m New Inver­cauld Estate Access 200 Ref: 0031 Ref: 0032 Over­head Tele­com cable to be diver­ted A939 North­ern Main­line Pro­posed hard­stand­ing area 24m 50 4.50 7.000 Dal­phu­il Access OL Main­line Road Restraint Sys­tem 6.000 250 50 R11m 0 New Field Access Junc­tion tie-in to exist­ing Live­stock cross­ing New Gairn­shiel Bridge, A939 main­line Tie in to exist­ing New Inver­cauld Estate Access Dal­phu­il Access Design Chain­age Exist­ing Level Pro­posed Level 418.248 326.699 410.000 326.525 400.000 326.442 390.000 327.5 326.520 380.000 326.602 360.000 0100200 22 D=31.580 Hori­zont­al Align­ment Ver­tic­al Align­ment 0.971 P=1.500% L=18.838 Cli­ent 350.000 340.000 330.000 320.000 310.000 D=73.370 R=-127.000 L=45.285 Aber­deen­shire A COUN­CIL R=-3000.000 L=140.038m 300.000 20 329. 323.406 290.000 280.000 270.000 329.066 260.000 250.000 240.000 CL=46.500 230.000 28.117 210.000 R=-90.00 L=32.254 R=2000.000m L=35.143m 200.000 A939 North­ern Main­line Pro­file Scale H 1:1000 V 1:200 PRO­JECT: Suit­ab­il­ity Descrip­tion: REVIEW AND COM­MENT Designed SM 19/06/20 Drawn RA 19/06/20 Checked IM 19/06/20 Approved CS 19/06/20 Scale: As shown Datum: AOD Ori­gin­al Size: A1 Grid: OS Suit­ab­il­ity Code: S3 Pro­ject Num­ber: 10037307 328.260 190.000 180.000 328.318 328.904 170.000 328.224 328.737 160.000 328.513 150.000 27.9 328.400 140.000 CL=46.500 R=-3000.000 L=85.718 327.743 328.185 130.000 327.516 328.059 120.000 27.250 327.706 110.000 327.393 100.000 CL=48.000 26.781−326.992 00006 326.618 327.016 80.000 326.506 326.543 70.000 325.982 326.4 326.642 60.000 R=255.000 L=43.891 R=2000.000 L=87.980 326.670 66緒 326.717 40.000 A939 to Tomin­toul 326.703 30.000 326.743 20.000 326.843 10.000 1327.008 0.000 CL=48.000 A939 NEW GAIRN­SHIEL BRIDGE ARCADIS TITLE: PLAN & PRO­FILES SHEET 1 OF 2 Draw­ing Num­ber: 10037307-ARC-HML-ZZ-DR-HE-00001 Revi­sion: P07 © Copy­right reserved P=1.586% L=20.702 R15m 00 6.833 New Inver­cauld Estate Access 200 Over­head Tele­com cable to be diverted

Gain­shiel Lodge entrance Tie in to exist­ing Tie-in to pro­posed A939 main­line Datum = 325.0 Design Chain­age Exist­ing Level Pro­posed Level Hori­zont­al Align­ment Ver­tic­al Align­ment New West Field Access Scale H 1:500 V 1:100 NOTES: B976 to Brae­mar 15.6251 Pro­posed A939 South­ern Main­line widen­ing. 50 2.000 R12m Tie in to exist­ing Tie in to exist­ing Tie-in to pro­posed A939 main­line Datum = 326.0 Datum = 325.0 00 Plan Scale 1:500 326.522 327.509 27.184 326.155 10.000 326.579 Design Chain­age Design Chain­age 000 Exist­ing Level Pro­posed Level 33 D=21.352 =14.660 327.906 327.797 7號 $26.995 27.143 327.143 Exist­ing Level Pro­posed Level 10.000 327.887 222 R=-1020.000 Hori­zont­al Align­ment Hori­zont­al Align­ment L=10.810 Ver­tic­al Align­ment Ver­tic­al Align­ment P=4.000% R=100.000 P=9.464% D=2.25 P=4.000% R=100.000 P=14.208% L=5.025 L=5.464 L=4.171 P=0.040% L=5.000 L= 10.208 L=6.143 R=2000.000 L= 3.207 1. ALL UNITS IN METRES UNLESS STATED OTH­ER­WISE. 2. ALL LEVELS IN METRES AOD 5. TIM­BER CLAD RRS OR APPROVED EQUI­VAL­ENT. KEY

  1. NO SER­VICES HAVE BEEN IDEN­TI­FIED IN INTER­FER­ENCE WITH THE BRIDGE FOOTPRINT.
  2. REFER TO DRAW­ING 10037307-ARC-HIML-ZZ-DR-HE-00002 FOR DESIGN DETAILS OF JUNC­TION. New East Field Access Scale H 1:500 V 1:100 Over­head Power Cable N2W2 Guard­rail Over­head Tele­com Cable Para­pet trans­ition P2 Ter­min­al PRO­FILE P05 16/11/20 Annota­tions amended SM IM CS Exist­ing ground level Rev Date Descrip­tion Drawn Check Approv Pro­posed design level 100mm on Ori­gin­al Print Date: 2020-11-16 14:19:22 C:\bmslarcadis-uk-09 dms16703\10037307-ARC-HML-ZZ-DR-HE-00002.dwg Cli­ent Aber­deen­shire A COUN­CIL R6m A939 to Tomin­toul & New Gain­shiel Bridge R60 R6 327.877 327.875 20.000 R=1200.000 L=11.829 2 R15m 100 6.019 327.825 327.815 30.000 327.739 327.736 40.000 20 Ref: 0017, 0019 & 0021 Main­line Road Restrain Sys­tem New Field Access / live­stock cross­ing SAFETY, HEALTH AND ENVIR­ON­MENT­AL INFORM­A­TION In addi­tion to the hazards/​risks nor­mally asso­ci­ated with the types of work detailed on this draw­ing, note the fol­low­ing: CON­STRUC­TION Risk 0017 Flood­ing of site from river gairn Risk 0019 Archae­olo­gic­al sites iden­ti­fied Risk 0021 Works in the vicin­ity of a spe­cial area of con­ser­va­tion Risk 0031 — Unknown bur­ied util­it­ies with­in vicin­ity to works. Risk 0032 — Works in vicin­ity to over­head util­it­ies MAINTENANCE/CLEANING No unusu­al or sig­ni­fic­ant risk iden­ti­fied USE No unusu­al or sig­ni­fic­ant risk iden­ti­fied DECOMMISSIONING/DEMOLITION No unusu­al or sig­ni­fic­ant risk iden­ti­fied It is assumed that all works will be car­ried out by a com­pet­ent con­tract­or work­ing, where appro­pri­ate, to an approved meth­od state­ment New major/​minor junc­tion with A939 south 2.000 327.620 327.613 50.000 327.988 R=-3000.000 L=98.301 327.468 327.464 60.000 D=75.979 150 Junc­tion tie-in with pro­posed A939 327.282 327.291 70.000 A939 South­ern Main­line Pro­file Scale H 1:500 V 1:100 063 327.069 80.000 27 326.811 326.813 90.000 A939 from Bal­later 326.496 100.000 326.236 326.156 110.000 325.995 325.896 120.000 20 897 325.605 325.726 130.000 325.664 325.631 140.000 R=1020.000 L=23.953 R=-1020.000 L=29.685 R=2000.000 L=56.650 Tie in to exist­ing 325.573 325.566 150.000 549 R=3000.000 L=5.286 160.000 325.519 325.502 325.502 167.478 5.531 325.525 D=12.973 P=0.420% L=3.934 Suit­ab­il­ity Descrip­tion: PRO­JECT: REVIEW AND COM­MENT Designed SM 19/06/20 Drawn RA 19/06/20 A939 NEW GAIRN­SHIEL BRIDGE ARCADIS Checked IM 19/06/20 TITLE: Approved CS 19/06/20 Scale: As shown Datum: AOD PLAN & PRO­FILES Ori­gin­al Size: A1 Grid: OS SHEET 2 OF 2 Draw­ing Num­ber: Suit­ab­il­ity Code: S3 Pro­ject Num­ber: 10037307 10037307-ARC-HML-ZZ-DR-HE-00002 Revi­sion: P05 © Copy­right reserved

SAFETY, HEALTH AND ENVIR­ON­MENT­AL INFORM­A­TION In addi­tion to the hazards/​risks nor­mally asso­ci­ated with the types of work detailed on this draw­ing, note the fol­low­ing: CON­STRUC­TION Risk 0017 Flood­ing of site from river gairn Risk 0019 Archae­olo­gic­al sites iden­ti­fied Risk 0021 Works in the vicin­ity of a spe­cial area of con­ser­va­tion Risk 0031 — Unknown bur­ied util­it­ies with­in vicin­ity to works. MAINTENANCE/CLEANING No unusu­al or sig­ni­fic­ant risk iden­ti­fied USE No unusu­al or sig­ni­fic­ant risk iden­ti­fied DECOMMISSIONING/DEMOLITION No unusu­al or sig­ni­fic­ant risk iden­ti­fied It is assumed that all works will be car­ried out by a com­pet­ent con­tract­or work­ing, where appro­pri­ate, to an approved meth­od state­ment View­port 2 View­port 1 + River Gairn EXIST­ING SIGN TO REMAIN Unsuit­able for Single track road with passing places New Gain­shiel Bridge Ref: 0031 Ref: 0017, 0019 & 0021 EXIST­ING ADS TO BE REMOVED Bal­inter A839 EX-03 Bal­mor­al Castie (April-end July) Brae­mar Castle (East­er-end Oct) EX-05 Tomin­toul EX-07 Ref: 0031 P03 06/09/20 Sign face EX-01 revised and DS01 & DS02 added P02 30/09/20 Note 8 added to len­gend. Annota­tions amended. Rev Date Descrip­tion NEW ROAD LAY­OUT AHEAD EXIST­ING SIGNS TO BE REMOVED GIVE WAY EX-09 Gain­shiel Lodge entrance TS-01 250 New Inver­cauld Estate Access STRUC­TURE IN ABEY­ANCE EXIST­ING SIGNS TO BE REMOVED EX-04 EXIST­ING ADS TO BE REMOVED 200 Bal­later A 939 (A93) Over­head Tele­com cable to be diver­ted BOL­LARD WITH HAZ­ZARD MARK­ING TO DIAG. NO. 560 B‑02 ADS TO BE LOC­ATED AT BACK OF VERGE DS-01 EXIST­ING ADS TO BE REMOVED EXIST­ING SIGN TO REMAIN Crath­ie 8976 Tomin­toul A 939 Single track road Snow Roads with Tomin­toul A939 EX-06 Scen­ic Route Bujesed places ADS-01 & ADS-04 EX-02 EX-01 EXIST­ING DIR­EC­TION SIGNS TO BE RELO­CATED ON NEW POSTS AND FOUND­A­TION OPPOS­ITE NEW JUNC­TION B976 to Brae­mar 50 ………….. Pro­posed hard­stand­ing area 24m 100 A WS-03 A939 North­ern Main­line- A WS-02 A WS-01 EX-01 DS-02 Dal­phu­il Access 50 OL A939 to Tomin­toul Ref: 0031 TS-03 NEW ROAD LAY­OUT AHEAD View­port 1 View­port 2 20 View­port 1 View­port 2 Bal­later A 939 (A 93) Brae­mar B976 (A 93) ADS-03 New Field Access/​livestock cross­ing RS-01 GIVE WAY NEW SIGN WITH POSTS AND FOUND­A­TION LOC­ATED AS CLOSE TO SLOPE AS POS­SIBLE TO ENSURE FULL VIS­IB­IL­ITY ACHIEVED NEW SIGN WITH POSTS AND FOUND­A­TION LOC­ATED BETWEEN TOP OF DITCH AND EXIST­ING FENCE Brae­mar B 976 (A93) Tomin­toul A 939 Snow Roads Scen­ic Route NEW SIGN WITH POSTS AND FOUND­A­TION LOC­ATED BETWEEN TOP OF DITCH AND EXIST­ING FENCE NEW ROAD LAY­OUT AHEAD RELO­CATE EXIST­ING DIR­EC­TION SIGNS OPPOS­ITE NEW JUNC­TION ON NEW POSTS AND FOUND­A­TION LOC­ATED BETWEEN TOP OF DITCH AND EXIST­ING FENCE 00 New major/​minor junc­tion with A939 south Pro­posed A939 South­ern Main­line widen­ing. EX-08 NOTES:

  1. ALL DIMEN­SIONS ARE IN MIL­LI­METRES UNLESS NOTED OTH­ER­WISE. KEY: PLAN EXIST­ING Client
  2. DRAW­ING TO BE PRIN­TED IN COL­OUR. PRO­POSED 3. ALL TRAFFIC SIGNS TO BE DESIGNED AND EREC­TED IN ACCORD­ANCE WITH THE ​“TRAFFIC SIGNS REG­U­LA­TIONS AND GEN­ER­AL DIR­EC­TIONS 2016
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