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18.68 18.12 22.44 18.63 18.30 18.27 18.31 18.33 23.23 23.45 23.73 23.95 24.22 24.50 24.72 24.74 24.72 24.70 24.59 24.27 23.78 23.08 22.44 21.91 21.21 20.79 22.42 22.41 22.41 22.39 22.35 22.35 22.22 21.95 21.93 22.04 22.39 22.69 22.42 22.65 22.32 22.15 22.42 22.23 22.43 22.49 22.47 22.44 22.56 22.39 22.56 22.60 22.17 22.12 21.92 21.84 21.56 21.14 20.56 20.08 19.26 19.35 19.45 19.45 19.49 19.77 19.74 19.14 18.94 18.87 18.64 18.56 21.33 21.30 21.07 20.79 20.64 20.36 20.32 20.38 20.43 19.93 19.61 19.41 19.30 19.37 19.24 19.07 19.25 19.84 19.98 20.14 20.10 20.14 19.77 19.66 19.30 19.13 18.83 18.63 18.75 18.75 18.56 18.76 18.46 18.43 18.60 18.58 18.55 18.49 18.51 18.45 18.58 18.81 18.81 18.67 18.60 18.53 18.55 18.54 18.41 18.27 19.12 18.92 18.66 18.41 18.33 18.24 18.16 18.12 18.60 18.33 18.09 18.31 18.60 18.60 18.70 18.43 18.51 18.11 17.93 17.84 17.94 17.93 17.83 17.88 18.71 18.69 18.52 18.44 18.44 18.49 18.37 18.30 18.37 18.37 18.47 18.45 18.36 18.37 18.36 18.43 18.44 18.42 18.54 18.88 19.25 23.44 23.08 23.14 22.32 22.10 22.24 21.80 21.85 22.12 21.71 21.31 21.22 21.21 21.18 21.44 21.09 19.33 20.02 18.39 18.44 18.43 18.43 18.44 18.44 18.22 18.15 18.16 17.61 18.21 18.08 18.14 18.13 17.69 17.95 17.78 17.67 17.58 17.47 17.44 17.38 17.14 17.29 18.30 25.54 25.29 25.15 24.87 2 El Sub 3 Depot VALE RIVER Sta 4 1 D TOW TOW 22.65 23.48 18.63 22.78 23.28 22.65 22.48 22.47 22.50 22.48 22.50 22.44 22.45 22.41 22.38 22.36 22.32 22.31 22.22 22.21 22.04 22.16 22.29 22.25 21.56 21.10 21.39 20.48 19.81 19.44 19.35 18.92 17.90 18.03 19.00 18.98 18.63 18.42 18.43 17.98 17.91 22.43 23.44 21.17 18.33 19.46 18.65 18.33 17.80 17.84 17.83 18.03 17.30 18.33 18.31 18.29 18.29 21.79 21.74 22.02 22.22 22.45 22.59 24.74 24.82 24.79 24.64 24.02 23.84 23.61 23.61 23.46 22.0 21.0 20.0 19.0 Disabled WC Disabled WC Disabled WC Disabled WC UNIT 5 UNIT 6 UNIT 7 UNIT 8 Disabled WC Disabled WC Disabled WC Disabled WC UNIT 9 UNIT 10 UNIT 12 UNIT 11 Disabled WC Disabled WC Disabled WC Disabled WC UNIT 1 UNIT 2 UNIT 3 UNIT 4 20 5 6 7 26 27 22 23 24 12 13 14 15 39 38 37 36 35 34 33 1 2 3 4 16 17 18 19 25 31 32 Car Turning Area 40 BCS House Parkinsons Parking for Staff & Visitors. 11 Amenity Area. 41 42 43 Schedule of Areas (Gross External) Unit No. Ground Floor First Floor Total 01 80.0m2 41.5m2 121.5m2 (1307.8ft2) 02 77.9m2 40.0m2 117.9m2 (1269.1ft2) 03 77.9m2 40.0m2 117.9m2 (1269.1ft2) 04 80.0m2 41.5m2 121.5m2 (1307.8ft2) 05 83.1m2 00.0m2 83.1m2 (894.5ft2) 06 79.1m2 00.0m2 79.1m2 (851.4ft2) 07 79.1m2 00.0m2 79.1m2 (851.4ft2) 08 80.4m2 00.0m2 80.4m2 (865.4ft2) 09 80.0m2 41.6m2 121.6m2 (1308.9ft2) 10 156.1m2 80.0m2 236.1m2 (2541.35ft2) 11 156.1m2 80.0m2 236.1m2 (2541.35ft2) 12 80.0m2 41.3m2 121.3m2 (1305.7ft2) 13 80.0m2 41.6m2 121.6m2 (1308.9ft2) 14 77.9m2 40.0m2 117.9m2 (1269.1ft2) 15 77.9m2 40.0m2 117.9m2 (1269.1ft2) 16 77.9m2 40.0m2 117.9m2 (1269.1ft2) 17 42.0m2 27.0m2 69.0m2 (742.7ft2) TOTAL 2058.7m2 (22159.8ft2) Schedule of Parking Requirement for General Industrial - 1 parking space per 50m2 gross floor space Required parking to Lower Level : 2112.9 ÷ 50 = 42.3 say 43 spaces (Maximum Required) Requirement for Storage & Distribution - 1 parking space per 100m2 gross floor space Required parking to Lower Level : 2112.9 ÷ 100 = 21.1 say 22 spaces (Minimum Required) Actual Lower Level Parking : 43 Standard Car Parking Spaces NB : These figures do not allow for vehicles being parked directly in front of the entrance to each unit FFL: 18.50 FFL: 18.60 FFL: 18.45 FFL: 18.50 FFL: 18.50 FFL: 18.50 FFL: 18.60 FFL: 18.60 FFL: 18.60 FFL: 18.45 FFL: 18.45 FFL: 18.45 FFL: 18.45 FFL: 18.45 FFL: 18.45 Block B. Block D. Block C. Defensive planting between Peel Road & Block A Units. Existing levels graded in this area. No retaining wall required. Turning Area FFL: 18.45 Existing Hawthorn Hedge & 2 no. Ash trees to be removed to achieve required visibility splays (As agreed with DEFA) Crown lift existing trees to provide clearance for construction of unit 8. (As agreed with DEFA) River Dhoo 8 10 9 Bike Parking Existing wall demolished Existing hedges trimmed and maintained to achieve sight lines Block A. New tarmac surface to all high level circulation and parking areas. Existing wall demolished 10.0m road radius KEEP CLEAR 21 28 29 30 Cut back existing planting as required for construction of unit 17. (As agreed with DEFA) Refer to detailed tree survey and report produced by Manx Roots for detailed recommendations for the management and removal of trees. Defensive planting to comprise hawthorn and blackthorn planted in staggered pattern at 1.0m cantres. Plants to be container grown 1.5-2.0m high. Concrete Amenity Area. Retaining wall with smooth render finish. Concrete road & hardstanding areas to all units. Paviors to parking spaces. Pedestrian access 8m min. Armco intervisible barrier 760mm high T4 T7 T16 T17 T18 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 T29 T30 T34 T35 T38 T39 T41 T42 T33 Surface water outfall to GSA design and specification BIN Cycle store rails 18.45 22.45 22.15 18.35 21.10 18.35 21.00 18.35 21.10 18.35 21.35 Disabled WC Disabled WC Disabled WC Disabled WC Disabled WC FFL: 18.45 UNIT 16 UNIT 17 UNIT 15 UNIT 14 UNIT 13 KEEP CLEAR BIN DRAWING TITLE DRAWING N o REV Proposed Site Plan 150 A CLIENT JOB CONTRACT Black (Isle of Man_ Ltd. Braddan Bridge Industrial Park 3016/19 DRAWN DATE SCALE (A2) CHECKED AF TL-D 15.02.2022 1:500 REVISION DESCRIPTION DATE CORNERSTONE ARCHITECTS • 79 PARLIAMENT ST • RAMSEY • ISLE OF MAN • TEL: (01624) 810810 • www.csarc.im • E: [email protected] 10cm 10cm G:\DRAWINGS\301619 - BBIE\01-CA_Drawn_Information\01-Work_In_Progress\Sheet_Files\3016-CA-002 Site Plan - unit 17 PA revision.dwg COPYRIGHT OF THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS

AND MAY NOT BE REPRODUCED WITHOUT THEIR PERMISSION WRITTEN

DIMENSIONS

TO BE USED

IN PREFERENCE TO SCALED DIMENSIONS AT ALL TIMES ALL DIMENSIONS AND LEVELS TO BE VERIFIED BY THE CONTRACTOR

ON SITE

AND ANY DISCREPANCIES REPORTED TO THE ARCHITECTS (03) PLANNING N Permanent protective fencing (as displayed above) must be installed. The position of this fencing is shown (pink) in the accompanying plan. The fencing must be installed prior to and demolition or construction activity and remain in place and fully effective. Flood Risk Assessment: The MU Indicative flood map, Douglas and tributaries Map 2 Version 1, November 2017 has been reviewed and the site of the proposed development is not affected by river or tidal flooding. As such normal storm water disposal methods are proposed for the development. This will be subject to separate approvals. A UNIT 17 AMENDED April 2022