Item5Appendix1cPlans20210227DETLaraigView

Cairngorms Item 5 Appendix 1c 8 Decem­ber 2023 Nation­al Park Author­ity Ügh­dar­ras Pàirc Nàiseanta a’ Mhon­aidh Ruaidh

Agenda item 5

Appendix 1c

2021/0227/DET

Plans

Tree Pro­tec­tion Plan. Rev A

44

exist­ing post & wire fence exist­ing water course Plot 5 House Type D 533 m² 0.13acres

6.0m RIPARI­AN ZONE Ref. Group 1 Mixed Spe­cies exist­ing post & wire fence 6.0m RIPARI­AN ZONE Ref. T1118 Downy Bitch Ref. T1119 Downy Birch BF +220.35 221.7+ FFL +223.0 Plot 6 House Type El 357 m² 0.09acies

²²¹⁄₀ pat­ib bins 221.1 1.2m 2212 BF +221.55 bit­mac road 223.0 221.2+ MH 223.7 T1121 Sil­ver Birch Ref. T1120 Downy Birch Ref 11122 Sil­ver Birch3.6m Ref. T1123 Row­an 1.8m Plot 4 House Type C FFB‑9 R GABI­ON BAS­KET RETAIN­ING new post & yen Birch 2.4m

Urb­an-Arb Tree Pro­tec­tion Guidelines to the stoon observe the fooо-пс 100100100010000 On 300 evras Doo­joo Reperi any danica.mum. lie se olie Demu use the area militt melin Ker­mers tor­toτε οι του πουλου 4.000 cm/-on thy for wins walod Aumo hand­ing fuc­leas Iouia com­ment Urb­an-Arb Arbor­i­cu­tur­al Con­sult­ants In the event of dam­age to a retained free on this site please con­tact: GABI­ON BAS­KET RE TAIN­ING WALL Ref. T1125 Aspen 3.3m Ref. T1126 Scots Pine 7.8m Plot 3 House Type B hedgerow 670 m² 0.17acres 2 mm scot­tish Water Main servi FFL +221 Ref. T1117 Downy Birch Ref. T1115 Sil­ver Birch PER­ST­ING WATER SUves Birch Plot 7 House Type E- 334 m² 0.08acres MH MH +221.0 2209 220.0 219.8 +222.2 bins Tim­ber Tree Pro­tec­tion Barti­er bod 222 FFL Π dolly .9my Ref T1127 Plot 2 House Type A hedgerow 480 m² 0.12acres FFL 180M HIGH STONE WALL Ref. T1114+29 Birch STAFF SPACE STAFF SPACE 21 park­ing spaces +219,50 +219.90 +219 +219.7 MH +220.8 STORE/ PRO­DUC­TION bins ser­vice strip 3 +220.5 2 Plot 1 House Type A hedgerow 485 m² 0.11acres 220.5+ 3 new post & wire fence MH +220.30 Iril Nt A

KEY TREE TO BE RETAINED Tree Ref­er­ence, Com­mon Name and Root Pro­tec­tion Area radi­us T001 Sil­ver Birch 2.3m Stem Ref. T1112 Goat Wil­low Ref. T1113 Goat Wil­low 6.0m RIPARI­AN ZONE +218.60 +219.40 Ref. T122 Ref 11111 Goat Wil­low 3.MOPY OF BIRCH TREE VIS­IB­ILTY S COD RES­TAUR­ANT FFL +220.20 ompou 220.10+ DELIV­ERY BAY new post & 1 EXIST­ING ACC ROAD REMO Tree Can­opy Root Pro­tec­tion Area (RPA) Col­ours are in accord­ance with BS5837:2012 qual­ity grad­ing: Red: Unsuit­able for reten­tion Grey: Low qual­ity Blue: Mod­er­ate qual­ity Green: High qual­ity Root Pro­tec­tion Area (RPA): The min­im­um area around a tree deemed to con­tain suf­fi­cient roots and root­ing volume to main­tain the tree’s viab­il­ity, and where the pro­tec­tion of the roots and soil struc­ture is treated as a pri­or­ity (BS5937:2012) TREE TO BE REMOVED T001 Sil­ver Birch 2.7m Tree Pro­tec­tion Fen­cing Tree sur­vey per­formed by Cal­lum McCutcheon BSc (Hons) M.Arbor A on 17/02/2021 +220.20 LAMPI BE RELO­CATE bit­mac road +220 NORTH OF ACCESS +220.30 No. Flow Con­trol MH exist­ing ditch Revision/​Issue Date

Firm Name and Address Urb­an-Arb LLP Dol­phin Cot­tage 11 The Muir Bog­moor Spey By Fochabers Moray IV32 7PN www​.urb​an​-arb​.com Pro­ject Name Address Lairig View Aviemore Pro­ject Sheet TREE PRO­TEC­TION PLAN 07.03.2022 Soale 1 of 1 1:250@A1

SCALE BAR 1:250 20

6.0m RIPARI­AN BUF­FER ZONE. TO BE DEMARC­ATED DUR­ING CON­STRUC­TION PHASE BY HERAS FEN­CING TO RESTRICT ACCESS AND PRE­VENT ACCI­DENT­AL DAM­AGE. TO BE PER­MAN­ENTLY FENCED UPON PRO­JECT COM­PLE­TION WITH 1.10m STOCK PROOF FENCE WHICH WILL ALSO DEFINE PLOT BOUND­AR­IES. LINE OF SCAF­FOLD­ING 2.0m FROM BUILD­ING PERI­MET­ER LINE OF FOUND­A­TION EXCAV­A­TION 0.90m FROM BUILD­ING PERI­MET­ER exist­ing water course exist­ing post & wire fence 5.0m RIPARI­AN ZONE 221.4+ BF +221 Plot 4 House Type C 907 m² 0.22acres and slant­ing SITE BOUND­ARY post & wine fence SITE PLAN NEW TREE PLANT­ING 99995 NAT­IVE HEDGE PLANT­ING BITU­MIN­OUS ROAD (UNADOP­TED) EXIST­ING KNOLL MEND THE WITH CUTT NG FORMED NORTH SIDE TO ACCOMMO MOD­ATE HOUSE FOOT­PRINT, RETAIN­ING 223.5 2237 PER­MEABLE BLOCK PAV­ING (UNADOP­TED) PAVE­MENT BLOCK PAV­ING (UNADOP­TED) PAVED AREA / BIN STORE PLANT­ING AREAS CUT GRASS PRIVATE GARDEN GRASS Turf to areas at developer’s dis­cre­tion and seeded areas elese­where MEAD­OW GRASS PLANT­ING Sco­tia Seeds ​“North­ern Hay Mead­ow Mix” Areas to be retained as exist­ing includ­ing ripari­an strip Areas to be retained as exist­ing includ­ing ripari­an strip 1.8m CLOSE BOARD FENCE 1.1m POST & RAIL 0.45m POST & RAIL 1.10m STOCK PROOF MESH FEN­CING PLANT­ING: MIXED SPE­CIES HEDGING Fagus Sylvat­ica (Com­mon Beach) 65% Ilex Aqui­fo­li­um (Holly) 35% (2) HEDGEROW Corylus Avel­lana (Hazel) 25% Cratae­gus Mono­gyna (Hawthorn) 20% Prun­us Spinosa (Black­thorn) 20% Rubus Fruiticosus (Bramble) 15% Sor­bus Aucu­paria (Row­an) 10% Prun­us Avi­um (Wild Cherry) 10% 3) WOOD­LAND PLANT­ING Betula Pen­dula (Birch) 30% Pop­u­lus Trem­ula (Aspen) 25% Sor­bus Aucu­paria (Row­an) 20% Pinus Sylvestris (Scots Pine) 10% Corylus Avel­lana (Hazel) 10% Prun­us Avi­um (Wild Cherry) 5% NAT­IVE SHRUB PLANT­ING Juni­per­us Com­munis (Com­mon Juni­per) 35% Ilex Aqui­fo­li­um (Holly) 25% Corylus Avel­lana (Hazel) 20% Cyt­isus Scopari­us (Broom) 10% Salix Caprea (Goat Wil­low) 10% (5) LOW NAT­IVE SHRUB PLANT­ING Cal­luna Vul­gar­is (Heath­er) 55% Erica Tet­ralix (Cross Leaved Heath) 25% Vac­cini­um Myr­til­lus (Com­mon Bil­berry) 20% FOR EXIST­ING TREES ON AND AROUND THE SITE SEE URB­AN-ARB TREE AND ROOT PRO­TEC­TION PLAN AND REPORT Plot 5 House Type D 533 m² 0.13acres 60 RIPARI­AN ZONE new 1.10m stock proof mesh fen­cing 220.2+ BF +220 2224 +222.4 FFL +223.0 +223,0 122 exist­ing post & wire fence Ref. T1117 EXIST­ING WATER COURSE RETAINED AND MIN­TAINED OWN­ER­SHIP OUT­WITH PRIVATE PLOTS word­land caring Plot 6 House Type E 357 m² 0.09acres Plot/​7 House Type E 334 m² 0.08acres FFL +221. 221.7+ +222.6 +221.95 bit­mac road 221.4+ FFL +222.4 Plot 3 House Type B 670 m² 0.17acres hedgerow 50mm scot­tish Water Main +222.2 222 +221.0 +220.8 2209 +220.9 Plot 2 House Type A 480 m² 0.12acres hedgerow 1.80m HIGH STONE WA STAFF SPACE STAFF SPACE +218.40 6.0m RIPARI­AN new 1,10m stock proof mesh 218.60 +218/80 Geat +219.00 21 park­ing spaces +219,50 +219.40 +219.8 +219.7 +215.60 1800 220.00 220.8 +220.30 220.5 Plot 1 House Type A 2 hedgerow 485 m² 0.11acres 220.5+ new post & wire WALE TO BE PLANTED STORE/ PRO­DUC­TION RES­TAUR­ANT FFL 220.10 DELIV­ERY BAY +220.20 bit­mac road +220.30 Bug 900mm cul­vert DRAGON­FL FLY POND EDGES TO BE PLANTED WITH EDGE MIX SCF16) xist­ing dito EXIST­ING DITCH VEGET­A­TION TO BE POS­SIBLE WITH REPLACE­MENP WET­LAND APPRO­PRI­ATE DIS­TURBEDOR NEW AREAS IACCE MOVE DITCH EXTEN­DED 814150N +220.6 ORTH OF NEW 5 link to orbit­al path 200750E 814100N descrip­tion date revised site lay­out 01:11:21 land­scap­ing amended 06:06:22 PRO­POSED DEVEL­OP­MENT LAIRIG VIEW AVIEMORE CAIRNGORM RES­ID­EN­TIAL LLP PRO­POSED LAND­SCAP­ING PLAN Draw­ing No: LVA PL.005 AY 1:250 @ A1 15:04:2021 B Ecos Design 4 West Heath­er Road Inverness IV2 4WS Tel: 01463 221385 Mob: 07747 035178 angus@​ecosdesign.​co.​uk www​.eco​s​design​.co​.uk

Vt Scale 1:200 Hz Scale 1:200 Datum 215.00m Level: Com­bined Lairg View Topo Sur­vey Chain­age Exist­ing site levels 220.0 FE 0.000 220.362 BBT 0.454 220.550 TB5 3.189 221.273 5.000 221.621 10.000 222.361 15.000 222.761 BD3 19.310 0.000 Code Sec­tion E — E N=814135.26 E=289659.98 BD3 21.997 222.757 25.000 222.678 30.000 35.000 222.181 PLOT 2 40.000 221.094 Vt Scale 1:200 Hz Scale 1:200 Datum 215.00m Level: Com­bined Lairg View Topo Sur­vey Chain­age 45.000 220.079 0.000 219.016 BB8 47.805 219.572 50.000 219311 Sec­tion CC N=814123.35 E=289715.33 Exist­ing site levels 220.0 Swale 000 219.46 1467 TB5 52.865 218.993 WE1 54.303 218.387 10.000 220.133 15.000 220.544 TK1 18.012 220.703 20.000 220.651 TK2 20.865 220.623 PLOTS ⁶⁄₇ 55.000 218.451 WE2 56.806 218.622 57.355 218.821 60.000 218.790 62.419 218.761 Code 6.00m ripari­an strip 25.000 220.719 30.000 220.129 Code Vt Scale 1:200 Hz Scale 1:200 ✔ Datum 215.00m Level: Com­bined Lairg View Topo Sur­vey Chain­age RD3 0.000 220.320 Exist­ing site levels B9152 220.0 3.280 220.381 220.353 220.331 220.273 9.63 BB5 12.161 218.563 3B5 13.979 218.560 TB5 14.38 CAN8 218.820 218.702 RES­TAUR­ANT access road 35.000 219.755 FE4 45.000 219.347 50.000 218.878 stone wall 20 park­ing 55.000 0 218.597 CAN4 55.789 218.600 0 20.000 218.616 60.000 218.589 TB5 61.599 218.583 WE1 62.097 218.461 WE2 64.648218.471 5.000 8.615 18.804 Code Sec­tion BB N=814177.02 E‑289743.37 25.000 218.744 CAN7 27.327 218.797 69.274 218.585 E=289681.98 N=814193.67 Sec­tion F — F E=289637.84 N=814139.48 Exist­ing site levels 220.1 Vt Scale 1:200 Hz Scale 1:200 ✔ Datum 215.00m Level: Com­bined Lairg View Topo Sur­vey Chain­age 0.000 222273 BD4 1.005 221.860 FE 5.000 221.990 10.000 222.183 BD4 12.097 222.259 FP2 14.572 222230 15.000 222.316 FE3 15.702 222.434 20.000 222.619 FE3 21.027 222.674 25.000 222.940 30.000 223.036 PLOT 3 35.000 222.920 35.226 Code 6.00m ripari­an strip 30.000 218.749 35.000 218.473 Vt Scale 1:200 Hz Scale 1:200 ✔ Datum 215.00m Level: Com­bined Lairg View Topo Sur­vey Chain­age Bach tree on high 40.000 218.678 ‑0.000 221.73 Exist­ing site levels 220.0- 4.477 220.413 219.866 6.094 219.888 388 6.750 220.434 7.773 220.807 10.000 220.977 TB6 14.061 221.753 15.000 221.774 20.000 222.140 20.774 222.195 Sec­tion A — A N=814167.18 E‑289589.52 25.000 223.523 CAN2 27.838 24.52 30.000 225.138 CAN2 31.711 225.548 35.000 225.403 40.000 224.997 45.000 224.341 FE6 46.286 224.283 stone wall PLOTS ⁶⁄₇ RES­TAUR­ANT SHED 45.000 219.129 CAN4 46.818 219.296 Vt Scale 1:200 Hz Scale 1:200 ✔ Datum 215.00m Level: Com­bined Lairg View Topo Sur­vey Chain­age 0.000 219.823 50.000 219.338 Exist­ing site levels 220.0 5.000 219.932 BB1 369 220.163 10.000 220.574 TB1 13.831 221.647 TK1 55.000 219.514 14.769 221.654 15.000 221.664 TK2 16.943 221.770 60.000 219.726 65.000 220.005 Sec­tion D — D 20.000 221.743 25.000 221.849 70.000 220.246 N‑814130.80 E=289680.83 75.000 220.410 80.000 220.644 85.000 220.858 90.000 221.038 50.000 223.409 PLOT 4 PLOT 3 PLOT 2 PLOT 1 retain­ing wall BB4 53.583 222.512 55.000 222.418 95.000 221.113 FE3 59.333 222.50 60.00 222.60 100.000 221.199 40 105.000 221.094 65.000 222.859 BD3 69.167 222.830 110.000 220.741 PLOT 1 access road stone wall 6.00m ripari­an strip 30.000 221.698 45.000 219.709 35.000 221.547 BD2 36.725 221.500 45.000 219.885 BB8 45.371 219.789 40.000 220.860 40.000 221.497 TB5 50.000 219.124 51.602 218.892 WE1 52.116 218.620 WE2 53.421 218.588 TB8 853.953 218.912 155.000 218.996 60.000 218.991 CAN4 49.931 219.086 50.000 219.074 REVI­SIONS descrip­tion date revised site lay­out & sec­tions 04:11:21 endm for plan­ning 06:06:22 PRO­POSED DEVEL­OP­MENT LAIRIG VIEW AVIEMORE CAIRNGORM RES­ID­EN­TIAL LLP PRO­POSED SITE SEC­TIONS LVA PL.004 AY 1:200 @ A1 15:04:2021 B angus@​ecosdesign.​co.​uk www​.eco​s​design​.co 4 West Heath­er Road Invemess IV24WS 01463 221385 Mob: 07747 035178 Ecos Design 64.472 218.651 burn 223,00 115.000 220.530 70.000 222.830 75.000 75.249 22.82 PLOT 5 120.000 220.289 BB8 124.992 219.824 80.000 222.713 85.000 222.474 TK1 87.539 222.323 TK1 89.031 222.222 90.000 222.153 TB5 128.088 219.616 WE1 128.915 219.274 130.000 219.337 WE2 130.519 219.367 TB8 132.610 219.954 135.000 220.239 95.000 221.825 100.000 221.683 TK2 100.466 221.677 6.00m ripari­an strip 140.000 220.926 140.779 221.039 105.000 221.612 110.000 221.740 115.000 221.664 120.000 221.286 TK2 122.873 220.888 125.000 220.867 TK1 126.863 220.812 N=814177.02 E=289602.59 exist­ing tree 130.000 220.488 RES­TAUR­ANT 135.000 220.295 TB2 135.502 220253 BB2 TB2 136.600 219.139 138.136 219.163 139.053 219.866 140.000 219.949 pro­posed tree 900mm Ø cul­vert under new access road 000 220.397 FE1 148.518 220.821 RD1 149.4752 220.898 150.000 220.912 RC1 152.613 220.962 155.000 220.923 B9152

A1 Do Not Scale (If In Doubt Ask) 4 Roof water to dis­charge Into pav­ing sub-base 5 GFL 223.000m GFL 224.200m Roof water to dis­charge into pav­ing sub-base Roof water to dis­char Into pav­ing sub-base arge Roof water to dis­charge into pav­ing sub-base GFL 221 200m GFL 221.200m 6 7 Fin drains loc­ated at low side of pav­ing sub-base to col­lect sur­face water. 160mm Ø uPVC out­let pipes Into sur­face water sew­er Roof water to dis­charge Into pav­ing sub-base D.M. [GFL 222.400m GFL 222.000m D.M. D. D.M. MH ৩ Roof water to dis­charge into pav­ing sub-base G

NOTES:-

1. Refer to Caintech Ltd, draw­ing J3824-001 for the road lay­out plan.
2. Refer to Caintech Ltd. draw­ing J3824-007 for the loc­a­tion of the pro­posed con­nec­tion into the pub­lic sewer.
3. Drain­age to be con­struc­ted, Installed & tested In accord­ance with the recom­mend­a­tions In BS EN 752 :2017, BS EN 1610:2015, CIRIA C753, SEPA GBR10 & Sew­ers for Scot­land — 4^th Edition.
4. A min­im­um of 600mm cov­er to be provided to all pipe­work with­in garden/​landscaped areas, a min­im­um of 900mm below any park­ing area and a min­im­um of 1200mm below any road. Con­crete slab pro­tec­tion to be provided where min­im­um cov­er below road is not achievable.
5. Refer to the Architect’s draw­ings for the pos­i­tion of the roof water down­pipes and Intern­al foul drain­age outlets.
6. Pos­i­tion of any exist­ing ser­vices must be accur­ately loc­ated on site pri­or to con­struc­tion work com­men­cing. LEGEND:- New 160mm Ø uPVC (110mm Ø MH from dwell­ing to D.M.) foul sew­er and 1.2m Ø man­hole (arrow­head denotes dir­ec­tion of flow) MH New uPVC sur­face water sew­er and 1.2m man­hole (arrow­head denotes dir­ec­tion of flow) R.E. New rod­ding point ter­min­al R.E. I.C. I.C.O New 450mm Ø uPVC Inspec­tion cham­ber (max­im­um depth 1.2m) Atten­u­ation Tank No.2 6.4m long x 3.2m wide x 1.32m deep atten­u­ation tank (Stormb­loc Optim­um by Hyrdo Inter­na­tion­al or equal & approved) for stor­age of sur­face water run-off. Flow con­trol device (Hydro­brake by Hydro Inter­na­tion­al or equal & approved) fit­ted with­in down­stream man­hole to restrict post-devel­op­ment sur­face water run-off to 1.2 Iltres/​second for a 1 In 30 year storm. Min­im­um 0.6m cov­er from road level to top of tank to be provided (0.8m If HGV load­ing) MH Flow Con­trol MH Roof water to dis­charge into pav­ing sub-base 1.2m precast con­crete man­hole with flow con­trol device (Hydro­brake by Hydro Inter­na­tion­al or equal & approved) to restrict post-devel­op­ment sur­face water run-off to no more than 1.2 litres/​second for a 1 in 30 year storm Con­trolled dis­charge into exist­ing drain­age ditch on east side of site D.M. D.M. New 450mm Ø uPVC dis­con­nect­ing man­hole (max­im­um depth 1.2m) 708mm x 354mm x 150mm dis­tri­bu­tion tank wrapped with geo­tex­tile mem­brane for dis­pos­al of roof water Into pav­ing sub-base Denotes area of asphalt road con­struc­tion Denotes area of asphalt footway/​hardstanding con­struc­tion Denotes con­crete block paved area Denotes areas of per­meable con­crete block pav­ing (Infilt­ra­tion sys­tem) Denotes areas of per­meable con­crete block pav­ing (tanked sys­tem) Indic­ates areas of cut Store [GFL 220.200m Res­taur­ant Exist­ing drain­age ditch to be exten­ded. Drain­age ditch from south side of site to dis­charge into realigned ditch via new cul­vert Out­let head­wall Indic­ates areas of fill C 16/8/22 Atten­u­ation tank No.1 Increased in size to accom­mod­ate 1 in 200 year storm. B 17/1/22 Drain­age design revised fol­low­ing receipt of amended site lay­out plan. A 3/5/21 SUDS basın removed and replaced with swale Per­meable pav­ing akaways adde Geo­celu­lar stor­age added. added. Roof water soakaw Site Lay­out: KGT GCN KGT GCN KGT GCN D.M. [GFL 221.000m 1 Inlet head­wall Grass lined swale with 1:2 side slopes to provide treat­ment to sur­face water run-off. Out­let from swale to con­nect into atten­u­ation tank. Imper­meable mem­brane to be laid below base of swale. Embank­ment on south side of swale to tie in with exist­ing ground levels Out­let head­wall MH MH Atten­u­ation Tank No.1- 10.4m long x 4.8m wide x 0.66m deep atten­u­ation tank (Stormb­loc Optim­um by Hyrdo Inter­na­tion­al or equal & approved) for stor­age of sur­face water run-off. Flow con­trol device (Hydro­brake by Hydro Inter­na­tion­al or equal & approved) fit­ted with­in down­stream man­hole to restrict post-devel­op­ment sur­face water run-off to 1.0 Iltres/​second for a 1 In 30 year storm. Min­im­um 0.4m cov­er from ground level to top of tank to be provided D.M. Wastewa­ter pump­ing sta­tion MH Gx2 New 900mm twin­wall HDPE cul­vert to be laid beneath new access Flow Con­trol MH Exist­ing ditch Inlet head­wall Con­trolled dis­charge into exist­ing drain­age ditch 1.2m Ø precast con­crete man­hole with flow con­trol device (Hydro­brake by Hydro Inter­na­tion­al or equal & approved) to restrict post-devel­op­ment sur­face water run-off to no more than 1.0 Iltres/​second for a 1 In 30 year storm