Item7Appendix1Plans20200105DET
CAIRNGORMS NATIONAL PARK AUTHORITY Planning Committee Agenda Item 7 Appendix | 12/06/2020
AGENDA ITEM 7
APPENDIX I
2020/0105/DET
PLANS
age Wks Path Mountain Base Station Path 0m 10m 20m 30m FB Ordnance Survey Crown Copyright 2020. All Rights Reserved. Licence number 100022432 Application site: Coire Cas Car Park, Cairngorm Mountain, Glenmore, Aviemore Applicant: Cairngorm Mountain (Scotland) Limited Proposal: Installation of additional tube slides and extension to existing tube slide Day Lod Promapv2 • LANDMARK INFORMATION Crown Copyright 2020. All Rights Reserved. Ordnance Survey Cr number Plotted Scale 1:1250. Paper Size — A4 Ryden
Cairngorm Mountain Waste Water Treatment Plant Lower Cas Car park Cas Car park 0 Funicular Base Station Daylodge A North KEY Extension and realignment of existing slide Proposed additional new slides Scale 1:1000 0 m 25 m 50 m 75 m 100 m
V PLAN 1:400 TUBBY STRAIGHT — 30.00m D NOT IN SCALE TYPICAL SECTIONS (dimensions in millimiters) STRAIGHT TYPICAL SECTION 3000 ‑2000 ‑1500 1500 0% Ground preparation edges PARABOLIC TYPICAL SECTION 0% ‑6000 ‑4000- ‑2000- Ground preparation edges PARABOLIC TYPICAL SECTION ‑200 ‑6000- ‑4000 +631,00 NOT IN SCALE TUBBY UP-HILL WOODENPATH-NP70-STRIPS 1400 30 1200×1100 50 06++ 30 20 90- ‑350375 9000 1400 0960 0% 1400 Ø1300 Ground preparation edges 170 +++06 ‑1400 50 90−350− 06++++ 06 +90 1000 1000 1000 1000 2000- 2000 0 00129+ Notes: The indicated profile concerns only the tubby slopes. The indicated profile must be extended and prepared for the all zones called ” ground preparation edges” (blue area). In this draw it is indicated how the ground must be prepared, it is indicated also how must be done the wooden footbridge, that links the tubby slides with the conveyor belt. This draw, is a preliminary draw to advise the customer and his engineers how to make the executive plans. The draw and all the information refer to the Tubby slide, so for the surrounding items (example walls, walkways, draining, etc.) feel free to make as the customer engineer advise. SOIL INDICATION The top layer of soil for the Tubby slides and the uphill slope must be done like one of the following options: A) Cm. 10 of clay soil, if using the Neveplast net or NSF20 underlayer. B) Stabilized gravel, if using a NSF20 underlayer. (in Europe it is used the same under layer material that is used for the roads underneath the asphalt.) For all preparation area, it is important that the top soil is homogeneous, smooth, compact and rolled without roughness. For a better management of the track (by the supervisors), we advise to survey the tunnel with cameras and place the video at the starting area. PRELIMINARY artificial snow fun neveplast SCOTLAND — CAIRNGORM — TUBBY EVO DRAWING N°: 20200206 PRELIMINARY LAYOUT — TAB_01 PRELIMINARY DRAWING BY NEVEPLAST
EXISTING TUBBY SLIDE EXISTING GROUND PROFILE TUBBY SLIDE PROFILE LVL REF. +618.00 EXISTING LEVELS m EXISTING PARTIAL DISTANCES CURRENT INCLINATIONS % EXISTING LEVELS m EXISTING PARTIAL DISTANCES CURRENT INCLINATIONS % 6.00 +626.00 18.31 5% LONGITUDINAL PROFILES 1:300 EXISTING GROUND PROFILE TUBBY SLIDE PROFILE LVL REF. +315,00 EXISTING LEVELS m EXISTING PARTIAL DISTANCES CURRENT INCLINATIONS % EXISTING LEVELS m EXISTING PARTIAL DISTANCES CURRENT INCLINATIONS % 0.30 2.00 +631,50 +631,50 +631,10 +629.30 2.00 2.00 6.00 0% 20% 30% 4.00 25% +631,50 50 50 10 +629,30 2.00 2.00 6.00 4.00 0% 20% 30% 25% +628,30 +628,30 STRAIGHT MINITUBBY — 30m TUBBY CURVES — 69m EXISTING SLIDE 26.00 19% 29.00 20% 1.40 30.00 1.40 32.80 PATH START ARRIVAL STRAIGHT TUBBY STRAIGHT — 52m PATH START 10.36 +625.00 2.44 30 30 380 +628. +628 +627. 11.81 8% 2.00 2.00 8.00 0% 25% 42% +624.50 3.11 +624.00 0.43 +623.00 +622.00 3.93 4.12 5.38 25% 24% 19% 80 8.00 28% +622 4.00 28% +621. +621.00 0.41 STRAIGHT 28.00 0% 27.03 0% +635.75 +621.00 PARABOLIC 1 & 2 +623,10 +622.00 26.00 19% 26.00 19% NOT IN SCALE NEVESPLAST UNDERLAYER GRASS GROUND PREPARATION TYPICAL SECTION MIXED CLAY SOIL OR MIXED AGRICULTURAL LAND MUST BE AT LEAST 2.50m IN HIGHT BETWEEN THE EXISTING TUBBY SLIDE AND THE TOP OF THE WOODEN STRUCTURE 3.23 2.64 3.44 3.12 THIS IS ONLY A PRELIMINARY LAYOUT ALL THE STRUCTURES MUST BE DESIGNED BY CLIENT’S TECHNICIANS ACCORDING TO OUR INDICATIONS Notes: The indicated profile concerns only the tubby slopes. The indicated profile must be extended and prepared for the all zones called “ground preparation edges” (blue area). In this draw it is indicated how the ground must be prepared, it is indicated also how must be done the wooden footbridge, that links the tubby slides with the conveyor belt. This draw, is a preliminary draw to advise the customer and his engineers how to make the executive plans. The draw and all the information refer to the Tubby slide, so for the surrounding items (example walls, walkways, draining, etc.) feel free to make as the customer engineer advise. SOIL INDICATION The top layer of soil for the Tubby slides and the uphill slope must be done like one of the following options: A) Cm. 10 of clay soil, if using the Neveplast net or NSF20 underlayer. B) Stabilized gravel, if using a NSF20 underlayer. (in Europe it is used the same under layer material that is used for the roads underneath the asphalt.) For all preparation area, it is important that the top soil is homogeneous, smooth, compact and rolled without roughness. For a better management of the track (by the supervisors), we advise to survey the tunnel with cameras and place the video at the starting area. DETAIL 1:100 PRELIMINARY artificial snow fun neveplast SCOTLAND — CAIRNGORM — TUBBY EVO DRAWING N°: 20200206 PRELIMINARY LAYOUT — TAB_02 PRELIMINARY DRAWING BY NEVEPLAST +623,10 10.00 20% +621.00 +621,00 14.00 0% 26.00 19% STRAIGHT +621,00 +620.00