Item 5 Appendix 1 Plans 20190051DET

CAIRNGORMS NATION­AL PARK AUTHOR­ITY Plan­ning Com­mit­tee Agenda Item 5 Appendix | 16/08/2019

AGENDA ITEM 5

APPENDIX I

2019/0051/DET

PLANS

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Forest Enter­prise Scot­land Man­aging the Nation­al Forest Estate

Over­all Plan Author: Kelly McK­el­lar Scale @ A3: 1:10,000 Date: 04/02/2019

Legend Blocks Forest Roads Forest Roads

N 0 0.0476.095 0.19 0.285 km 0.38 Repro­duced by per­mis­sion of Ord­nance Sur­vey on behalf of HMSO. © Crown copy­right and data­base right [2019]. All rights reserved. Ord­nance Sur­vey Licence num­ber [100021242]. Get­map­ping Plc and Bluesky Inter­na­tion­al Lim­ited 2019. Scotland’s Nation­al Forest Estate is respons­ibly man­aged to the FSC www​.fsc​.org UK Wood­land FSC® C123223 PEFC PEFC/16 – 40-1002 Sus­tain­able Forest Man­age­ment Assur­ance Stand­ard. The mark of respons­ible forestry

Tra Lochan Dubh a’ Chadha هران ردان 572 Dill Caochen Dubh ريان Chad­hya Ford 415 aochen Dubh Glen More Forest Park Utsi’s Bridge Loc­a­tion ΝΗ 9841 0713 it na Coila Path Fol Ford, R Allt Cread: an Leth-choin Allt Mor CG Pit (dis) Allt a’ Choire Chais Sewage Wk Clacht Bhar­raig שין 0 Car Pa M An t‑Aonach Ski Tow All­typa Ciste Forestry Com­mis­sion Scot­land Coim­isean na Coill­tear­achd Alba ریان ريان Batha­ich Fionnd­ag, 544m ريات Car Plaque, Park 17,77 644m 616m Cre­agan Dubh Coire​.na Cistev,

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Blocks Forest Roads Forest Roads Forestry Commission

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Path realigned to suit Approx tree can­opy out­line Allt Mor Water­course Exist­ing path Exist­ing cent­ral pier

• scour to base and islet occur­ing Row­an tree to be removed Approx tree can­opy out­line Aviemore 447 The Queen’s Forest GLEN CAIRN GORM CAIRNGORI Repro­duced from the Ord­nance Crown Copy­right reserved. LOC­A­TION PLAN Exist­ing Allt Mor trail New bridge loc­a­tion A1 — DO NOT SCALE CON­STRUC­TION FORESTRY COM­MIS­SION SCOT­LAND CIVIL ENGIN­EER­ING TECH­NIC­AL SER­VICES Sil­van House, Forestry Com­mis­sion 231 Cor­stor­phine Road, Edin­burgh, EH12 7AT Tel: 0300 067 6971 bcia WIN­NER KMcK UTSI’S BRIDGE GLEN­MORE NORTH REGION SITE PLAN Scales CETS/1621 1:200 CETS/1621/03 10 Mar 2019 This draw­ing is pro­tec­ted by Copyright

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100 square tim­ber posts, C24, with 30° cham­fer at bot­tom of post Drill holes in angle 8mm dia to secure 3no run­ners erside Square ​‘U’ bolt top and bot­tom to secure posts 70×70×8 gal­van­ised MS angles top and bot­tom Ctrs for run­ners 271 114 + <100x10RSA ramp sup­port angle at bridge ends only. 8mm think end-plate. 200 200 1100 angle 2012 (post ctr) 1812 150×40 top rail 100×50 side rails 150×50 1875 long deck 150×50 kerb planks grade C24 with non-slip inserts 75×45 run­ners Butt joint & run­ners span­ning 2015 14118 13125 1 in 200 year flood level Aer­i­al mast sec­tions 500 175 500 175 500 bolted through to each ther thru two end plates TYP­IC­AL SEC­TION 250×150 hard­wood sleep­er. Scale 1:20 6 no 18mm holes to con­nect top booms. 561 561 114 561 114 271 2030 END PLATE DETAIL Scale 1:10 6 no 18mm holes for 561 114 ramp sup­port angles. З по. 100х100х10RSA, 100mm long wel­ded to end­plate with 6mm cfw & with 1 no. 18mm hole Deck to bed 14m Aer­i­al Mast Span 28213 ELEV­A­TION Scale 1:50 PLAN Scale 1:50 100x100x10RSA pro­ject­ing inwards, bolted down to sleep­er, Mk 5, on RHS span only SPAN CON­NEC­TION DETAIL Scale 1:10 Use end plate to ori­ent­ate aer­i­al masts pri­or to assembly 8mm thick gal­van­ised steel end plate Addi­tion­al 100×100×10 RSA- angle to sup­port ramp Hold­ing Down — 160 screws through 100×100×10 RSA with 180 hole. RSA fixed to end plate with A A 14m Aer­i­al Mast Span ‑Angles to be posi­tioned on oppos­ite sides of posts unless latice work pre­vents this, when angles can be on same side. ​‘U’ bolt Square bolt Square bolt Square bolt 6mm con­tinu­ous fil­let weld ​‘U’ bolt DETAILED ELEV­A­TION — SUP­PORT Scale 1:10 Aviemore 14095 Approx clearspan-13000 ​‘U’ bolt Square bolt Inspec­tion & Design Cri­ter­ia RESID­UAL HAZ­ARDS Ser­vices MAIN­TEN­ANCE & INSPEC­TION Gen­er­al Inspec­tion None Cat­egory C Bridge Grade 3 visu­al inspec­tion every two years. Grade 3 close exam­in­a­tion every six years. 447 Coylumbridge The Queen’s Forest GLEN 721 CAIRN GORM SCAIRNGORM Repro­duced from the Ord­nance Sur­vey Map with the San­di­on of the Con­trol­ler of H. M. Sta­tion­ery office. Crown Co Copy­right reserved. LOC­A­TION PLAN AER­I­AL MAST NOTES:

1. This draw­ing is to be read in con­junc­tion with the Spe­cific­a­tion and all rel­ev­ant Engin­eers draw­ings. All brand named products may be replaced with equal products sub­ject to approv­al by the designer.
2. All dimen­sions are in mil­li­metres unless stated otherwise.
3. All levels are in metres unless stated otherwise.
4. TIM­BER — All graded tim­ber to be sup­plied with appro­pri­ate CE mark­ing. Where spe­cified holes to be drilled before treat­ment. All soft­wood except Larch heart­wood to be treated with Tanalith‑E pre­ser­vat­ive. Cuts and holes made on site to be treated with Ensele 3450. All tim­ber to be from a sus­tain­able source FSC cer­ti­fied or equi­val­ent. Cer­ti­fic­a­tion must be provided before tim­ber will be approved. Hand­rail tim­bers must span at least 3 posts and joins on adja­cent rails must not be on the same post. Allow­ance for cut­ting waste is the con­tract­ors responsibility
5. All con­crete to com­ply with EN206:BS8500. Mix RC35, S2 slump, 280kg cement and water cement ratio 0.6. Sur­face fin­ish, all hid­den faces F1, vis­ible faces F5.
6. A plumb line should be set up between first and last hand­rail posts of each span to ensure the hand­rails are hori­zont­al and do not show dead load deflection.
7. Ground bear­ing capa­city to be assessed and approved by the Engineer.
8. All bolts, screws and wash­ers to be spun galvanised.
9. Steel bridge kit from Haley Engin­eer­ing, sup­plied with CE Mark­ing. All steel­work & coach screws to be hot dip gal­van­ised in accord­ance with BS EN ISO 1461:2009
10. Nuts to be tack wel­ded to ​‘U’ bolt shafts after final tight­en­ing, wire brush cleaned and gal­va­froid wel­ded area.
11. Should con­struc­tion be delayed for more then 1 year from the date of issue, please con­tact CETS for the latest draw­ing revision.
12. The new bridges are loc­ated at approx OS grid ref­er­ence NH 984 071. Prin­cip­al Inspec­tion DESIGN CRI­TER­IA Catch­ment Area 14.4km² C 13/06/19 Flood levels adjus­ted. GW GW Bed Gradi­ent 1 in 10 approx Flood Return Peri­od 1 in 100 yrs 20/05/19 Change to 1 in 200 year flood level. GW GW Design Life Load Capa­city Hand­rail Load­ing Com­ple­tion Date 3.2kN/m² Nor­mal Load­ing A 15/04/19 Deep­er aer­i­al mast sec­tions. BM GW 0.74kN/m at 1.2m above deck 50 years —- 2019 A1 — DO NOT SCALE CON­STRUC­TION FORESTRY COM­MIS­SION SCOT­LAND CIVIL ENGIN­EER­ING TECH­NIC­AL SER­VICES Forestry and Land Scot­land Coill­tear­achd agus Fear­ann Alba Sil­van House, 231 Cor­stor­phine Road, Edin­burgh, EH12 7AT Tel: 0131 370 5121 GW UTSI’S BRIDGE GLEN­MORE NORTH REGION AER­I­AL-MAST BRIDGE 2 No. 14m CLEAR SPANS GEN­ER­AL LAY­OUT CETS/1621 30 Nov 2018 1:100, 1:50, 1:20, 1:10, 1:5 CETS/1621/01 C draw­ing is pro­tec­ted by Copyrigh

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250×50 treads with GRP non-slip strips Steel Angle Sup­port with M12 res­in anchor into con­crete, Mk 100 square tim­ber posts, C24, with 30° 30° cham­fer at bot­tom of post M12 post bolts, Mk 4 4 2M12 post bolts, Mk 4 2012 (post ctr) 1812 250x50mm, C24, stair treads with GRP non-slip strips screwed on top 7 ‑Treads screwed thru blocks into stringers, Mk6 Tim­ber blocks cut to shape, skew nailed and glued in place pri­or to fix­ing treads in 20mm threaded bar HD bolt, Mk 2 400x400x15mm gal­van­ised plate with cent­ral 24mm hole below top row of gabi­ons- ‑4 no 175×75 stringers ELEV­A­TION ON STAIR 150×40 top rail Scale 1:10 150×50 side rails 4 no. 400x400x15mm Gal­van­ised lates with 1 no. 24mm@ cent­ral hole. −150×50 dwangs 175×75 top and bot­tom stringers SEC­TION THRU STEPS Scale 1:20 Stringer bolted to steel angle, Mk 8. Steel angle screwed to timbe plate, N New bridge loc­a­tion Cur­rent bridge loc­a­tion Aviemore Coylumbridge The Queen’s Forest 742 Rothiemurchus GLEN Hard­ware Sched­ule (Extra over Bridge Kit) MARK PART Deck boards FIX­ING TYPE Screws 6mm Ø cross-headed quick start LENGTH No. 100 1020 csk wood screws, stain­less steel Hold­ing down Threaded 20mm Ø plated threaded bar 750 12 Bolts Bar with 3 no. hex nuts and Form G wash­er Run­ner Coach Gal­van­ised 6mm 60 128 Screw Ramp post bolts Coach Gal­van­ised 12mm Ø with 1 no. hex nut 250 12 and 2 no. Form G wash­ers HD screws Coach Gal­van­ised 16mm Ø with Form A wash­er 75 into sleep­ers Screw Romp tread Screws 6mm Ø cross-headed quick 250 100 fix­ings csk wood screws, stain­less steel ↑ Stringer angle Threaded 12mm Ø plated threaded bar 200 8 anchors Bar with 1 no. Form A wash­er Stringer angle Coach Gal­van­ised 12mm Ø with 1 no. hex nut 125 bolts bolt and 2no. Form G wash­ers Stringer angle Coach Gal­van­ised 12mm Ø 60 to plate Tim­ber plate to Co Gal­van­ised 12mm Ø with 1 no. hex nut 75 ramp angle bolt 1 no Form A wash­er, and 1 no. Form G wash­er lamp sup­port angle Black bolt Plated 16mm Ø with 1 no hex nut to end­plate Gr 4.6 and Form A wash­er CAIRN GORM SCAIRNGORA Repro­duced from the Ord­nance Sur­vey Map Sanc­tion of the Con­trol­ler office. Crown Copy­right reserved. LOC­A­TION PLAN Tim­ber Sched­ule — Refer to Note 4 Con­tract­or to estab­lish exact dimen­sions, lengths and quant­it­ies before cut­ting and treat­ing, and to make allow­ance for cut­ting waste. KEY PLAN Scale NTS Part Spe­cies Grade Fin­ish Treat­ment Size (mm) No. Notes Deck Planks Larch/​Fir C24 Sawn Tan­a­lith E 150 x 50 176 With Non-Slip Inserts 1875 long −100×50 tim­ber plate bolted to Run­ners Oak Sawn None 75×45 4 ramp sup­port angle, Mk 10, in 28000 long turn bolted to end­plate, Mk 11 Bridge Posts Larch C24 Sawn Tan­a­lith E 100×100 56 45° cut one end. 1970 long End Posts Larch C24 Sawn Tan­a­lith E 100×100 8 30° cut one end 1940 long −250×150 sleep­er Top Rails Larch GS Dressed None 150×40 2 Fix to a min­im­um of three heart­wood 28500 long posts. Side Rails Larch GS Dressed None 100×50 Fix to a min­im­um of three heart­wood 28500 long posts. Kerbs Larch GS Dressed None 150×50 2 Fix to a min­im­um of three heart­wood 28500 long posts. Bridge Kit to include Sleep­ers Ook D40 Sawn None 250×150 3 Item No. 2500 long Ramp Posts Larch C24 Sawn Tan­a­lith E 100×100 30° cut one end. 3m Type C mast 24 1525 long 2m Type C mast Ramp 1 — Top Rail Larch GS Dressed None 150×40 2 heart­wood 2890 long 70×70×8 RSA-2200 long 64 Ramp 1- Side Rails Larch GS Dressed None 100×50 8 heart­wood 2890 long End Plates — 2030×822, 8mm thick

1. Should con­struc­tion be delayed for more then 1 year from the date of Ramp 1‑Stringers Larch/​Fir GS Sawn Tan­a­lith E 175×75 With addi­tion­al holes as drawn AER­I­AL MAST NOTES:
2. This draw­ing is to be read in con­junc­tion with the Spe­cific­a­tion and all rel­ev­ant Engin­eers draw­ings. All brand named products may be replaced with equal products sub­ject to approv­al by the designer.
3. All dimen­sions are in mil­li­metres unless stated otherwise.
4. All levels are in metres unless stated otherwise.
5. TIM­BER — All graded tim­ber to be sup­plied with appro­pri­ate CE mark­ing. Where spe­cified holes to be drilled before treat­ment. All soft­wood except Larch heart­wood to be treated with Tanalith‑E pre­ser­vat­ive. Cuts and holes made on site to be treated with Ensele 3450. All tim­ber to be from a sus­tain­able source FSC cer­ti­fied or equi­val­ent. Cer­ti­fic­a­tion must be provided before tim­ber will be approved. Hand­rail tim­bers must span at least 3 posts and joins on adja­cent rails must not be on the same post. Allow­ance for cut­ting waste is the con­tract­ors responsibility
6. All con­crete to com­ply with EN206:BS8500. Mix RC35, S2 slump, 280kg cement and water cement ratio 0.6. Sur­face fin­ish, all hid­den faces F1, vis­ible faces F5.
7. A plumb line should be set up between first and last hand­rail posts of each span to ensure the hand­rails are hori­zont­al and do not show dead load deflection.
8. Ground bear­ing capa­city to be assessed and approved by the Engineer.
9. All bolts, screws and wash­ers to be spun galvanised.
10. Steel bridge kit from Haley Engin­eer­ing, sup­plied with CE Mark­ing. All steel­work & coach screws to be hot dip gal­van­ised in accord­ance with BS EN ISO 1461:2009
11. Nuts to be tack wel­ded to ​‘U’ bolt shafts after final tight­en­ing, wire brush cleaned and gal­va­froid wel­ded area. issue, please con­tact CETS for the latest draw­ing revi­sion. and HD angles wel­ded on 2990 long 75 Ctr Gal­van­ised steel cir­cu­lar U bolts Ramp 2 — Top Rail Larch GS Dressed None 150×40 2 288 75 Ctr Gal­van­ised steel cir­cu­lar U bolts
12. The new bridges are loc­ated at approx OS grid ref­er­ence NH 984 071. heart­wood 1695 long Gal­van­ised steel rect­an­gu­lar U bolts 128 Ramp 2‑Side Rails Larch GS Dressed None 100×50 heart­wood 1695 long 100×100×8 RSA — 2000 long 2 Ramp 2‑Stringers Larch GS Dressed None 175×75 ramp sup­port angles heart­wood 1795 long All fix­ings for mast & end plates Ramp Deck­boards Larch/​Fir GS Sawn Tan­a­lith E 250×50 16 Screw on GRP non-slip strips 1900 long on top. 400x400x15mm thk gal­van­ised HD 12 plates with cent­ral 24mm hole. Ramp Sup­port Larch/​Fir GS Sawn Tan­a­lith E 100×50 Bolt onto ramp sup­port Angle Plate 2000 long angle. Sal­van­ised steel stringer angle fix­ings 16 125x75x8RSA, 75mm long Tread Sup­ports Larch/​Fir GS Sav Tan­a­lith E 250×150×75 32 0.5×1.0×1.0 Gabi­on bas­kets 9 Dwangs Larch/​Fir GS Tan­a­lith E 150×50×1000 1.0×1.0×1.0 Gabi­on bas­kets Gal­fan coated gabi­on bas­kets with 5mm thick wire, filled stone from on and around the site Tim­ber sleep­er with 4 no HD bolts, Mk 2 3 no 1.0x1.0x0.5m gabi­ons 8 4 no 1.0x1.0x1.0m gabi­ons 5 no 1.0x1.0x1.0m gabi­ons CENT­RAL PIER ELEV­A­TION Scale 1:25 ‑Dig out and pre­pare a flat level sur­face for the first lay­er of bas­kets. Use com­pacted type 1 if required. 2000 225 400 375 375 400 225 ‑5 No. 14mm Ø holes 561 561 ‑6 No. 18mm Ø holes RAMP SUP­PORT ANGLE DETAIL Scale 1:20 125x75x8RSA 14mm holes AS STRINGER ANGLE FIX­ING Scale 1:10 A 15/04/19 Bridge deck raised. BM GW Date Changes CON­STRUC­TION FORESTRY COM­MIS­SION SCOT­LAND CIVIL ENGIN­EER­ING TECH­NIC­AL SER­VICES Forestry and Land Scot­land Coill­tear­achd agus Fear­ann Alba UTSI’S BRIDGE GLEN­MORE NORTH REGION Sil­van House, 231 Cor­stor­phine Road, Edin­burgh, EH12 7AT Tel: 0131 370 5121 AER­I­AL-MAST BRIDGE 2 No. 14m CLEAR SPANS RAMP DETAILS Drav A1 — DO NOT SCALE GW CETS/1621 30 Nov 2018 1:100, 1:50, 1:20, 1:10; 1:5 CETS/1621/02 A