206967

==== PAGE 1 ====

136.38 FLOOR LEVEL @ 135.50 133.47 RIDGE LEVEL @ 140.09 25000 136.50 135.30 FLOOR LEVEL @ 135.50 EAVES LEVEL @ 139.93 3800 138.5 139 139 138 138.5 138 137 136.5 136 137 134.5 135 135.5 135.5 135 135 135.5 136 136.5 137 137 136.5 138 138 139.5 136.5 141.18 BE 143.07 BR 139.56 139.58 DP DP FW FW EB EB CILL HEAD 135.67 135.15 139.70 G G G G G G 136.55 136.57 137.01 137.30 138.32 138.37 138.41 138.49 CL136.44 IC-FW CL136.35 IC-SW CL137.50 IC-SW .03 CL138.60 IC-SW LP 137.36 PIPE 137.37 137.40 PPDP CROWN RWP RWP RWP RWP 135.69 135.74 139.45 136.86 136.80 135.52 135.14 136.24 135.98 136.61 137.39 138.15 138.84 138.25 135.80 SHED 135.90 135.98 136.01 137.81 TH 138.71 138.70 TH 135.12 134.45 136.39 134.04 135.04 135.58 135.86 136.51 136.82 137.60 138.53 138.39 137.94 137.21 136.72 136.43 136.04 135.89 135.28 134.90 138.00 138.97 136.52 136.55 136.77 137.47 137.46 137.51 137.19 136.92 137.02 137.09 39.45 138.52 138.53 138.50 138.46 138.40 138.24 138.09 137.25 136.92 136.50 136.51 137.35 137.55 137.73 137.87 138.06 138.24 138.19 137.98 137.81 137.67 136.51 136.47 137.42 SIDE INLET SIDE INLET 135.50 IL 0.1DIA SW OUTLET FROM FRONT RWP's 135.49 IL 0.1DIA SW OUTLET OUTFALL UNKNOWN SIDE INLET EB 137.76 137.54 137.31 137.14 137.28 138.30 137.62 137.18 136.93 136.79 136.13 135.75 139.12 139.14 139.16 139.21 139.27 139.05 139.07 138.30 137.62 137.18 136.93 136.79 136.13 135.75 HEAD 137.92 137.96 138.49 138.38 136.10 136.12 136.12 136.14 136.32 134.73 134.96 135.13 135.71 135.91 135.80 135.57 137.20 137.21 OIL TANK 137.42 137.42 137.41 137.49 137.32 137.28 137.69 137.78 138.00 138.21 138.25 22 139.02 138.75 138.64 138.86 139.32 139.43 139.38 139.43 139.45 139.48 139.45 138.34 WT 138.12 WT 137.87 WT 139.85 WT 137.12 137.27 137.49 137.52 IL135.93 FOUL 0.1Ø IL135.99 IL137.88 IL137.83 0.1Ø SURFACE CL137.99 IC-SW IL137.49 0.1Ø SURFACE 27 SURFACE TH IL137.25 0.1Ø SURFACE IL135.89 0.1Ø SURFACE FROM RWP 135.91 141.82 TCH 143.34 TCH 144.15 TCH 144.32 TCH 142.81 TCH 143.67 TCH 145.96 TCH 145.75 TCH 145.01 TCH 131.5 132 132.5 133 133.5 134 134.5 135 135.5 136 134 134.5 135 135.5 136 136.5 137 137.5 137.5 137.5 131 130.5 134 133.5 133 132.5 32 133.5 137.5 138 137 137.5 137.5 138.25 137.79 133.53 136.38 137.02 136.38 135.81 135.30 134.69 134.13 133.47 132.60 131.66 132.56 133.30 133.87 134.42 135.01 135.72 136.97 137.35 137.55 137.73 137.87 137.92 137.96 138.38 137.20 137.21 137.61 137.59 137.58 137.85 137.83 132.66 131.62 130.69 131.56 132.30 138.01 138.01 137.79 FUEL CONTAINER 139.00 139.07 139.12 139.07 137.50 137.51 137.60 137.75 137.74 137.21 138.30 138.57 138.42 138.30 137.16 BX 138.16 138.00 137.30 137.63 137.81 138.09 137.67 137.60 137.42 137.31 137.35 137.37 137.49 137.81 137.79 137.53 137.95 137.81 137.80 137.82 137.87 137.18 136.72 136.33 135.84 135.44 134.94 133.97 133.29 133.29 132.94 A A 134.00 B B C C FLOOR LEVEL @ 135.50 FLOOR LEVEL @ 135.50 134.94 9000 4593 Rev Date Initial Comment . . . . Drawing Name Drawing no. Revision Status Project Site Client Date Scale © copyright - Reproduction of any element contained within this drawing is prohibited without written approval of the owners : ArchTec (IOM) Ltd THIS DRAWING IS PREPARED FOR APPROVAL PURPOSES ONLY. e: [email protected] t: 01624 622122 m: 07624 498099 w: www.archtecarchitectural.com Written dimensions to be taken in preference to those scaled & should be verified on site & confirmed in advance of any site works / fabrication 1669.20 Mrs Anne Thomson Erection of Machinery Storage Building 1 : 100 @ A1 ArchTec (IOM) Ltd. The Architectural Studio 7 Olafs Close Douglas Isle of Man IM2 7AR July 2024 grade down ground levels from hedgerow to new hardstand S C A L E B A R @ 1 : 1 0 0 S I T E L A Y O U T P L A N 1 : 1 0 0 S E C T I O N A A 1 : 1 0 0 S E C T I O N B B 1 : 1 0 0 S E C T I O N C C 1 : 1 0 0 excavate area fronting barn for hardstand cut & fill areas laid to an angle of around 45 degrees to avoid retaining walls - hardstand will follow existing ground contours as necessary excavate area thus - dotted line demonstrates existing ground contours suggest native species tree planting within field at lower section of bank excavate area to side & rear of barn cut areas laid to an angle of around 45 degrees to avoid retaining walls backfill area to side & rear of barn areas bank laid to an angle of around 45 degrees to avoid retaining walls PROPOSED BUILDING Application Drawing Planning Submission floor level proposed @ 135.50 'cut & fill' across the length & depth of the structure - depending on the quality of the excavated material it will be well compacted in layers & used within areas where raising the site is necessary suggested location of soakaway - sized subject to local ground conditions & positioned to be a min of 5 metres from building proposed agricultural barn please refer to Capital Steel Buildings Drawings proposed agricultural barn please refer to Capital Steel Buildings Drawings pad foundation size & depth to suit bearing capacity of soil conditions Field No 430685 Swallows Rest Bayraur Road St Marks IM9 3AT EXISTING MACHINERY STORE FIELD No 430685 EXISTING TRACK EXISTING TRACK DWELLING PROPOSED BUILDING PROPOSED BUILDING PROPOSED BUILDING