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Cutting F Stone D Grass Grass Grass s Grass Sand Heap Excavated Plateau D Close-boarded Bitmac Post & Wire Bitmac Bitmac Bitmac Close-boarded 98.68 98.89 98.49 98.23 97.76 99.45 MH 98.62 RG 100.79 MT 98.18 MH 99.42 FenceTop 100.94 Ridge 99.54 Eave 107.64 Eave 107.66 Eave 98.82 98.36 98.26 97.90 98.15 97.68 97.07 103.35 103.04 101.30 101.14 100.75 98.70 99.18 99.76 100.14 100.75 100.77 100.11 99.58 99.04 98.82 98.56 98.60 99.10 99.66 100.04 100.67 100.57 99.88 99.27 98.74 98.23 100.14 100.38 100.64 102.31 103.03 F.Top 103.11 F.Top 105.48 Ridge 105.41 Ridge 105.16 F.Top 105.13 F.Top 100.91 HTop 100.76 HTop 100.68 HTop 101.03 101.50 101.55 101.26 101.17 101.05 100.69 100.49 100.59 100.85 101.09 100.91 100.75 100.54 100.87 100.81 100.68 100.58 99.92 99.61 99.12 99.09 99.91 100.31 100.31 100.46 100.09 99.70 99.38 99.09 99.91 100.12 99.73 99.39 99.08 99.51 98.99 99.07 98.97 98.89 99.06 99.42 99.77 100.10 100.46 100.29 99.94 100.76 100.49 100.29 Post Post 100.00 100.32 100.56 100.79 100.92 100.70 100.51 100.23 100.42 100.55 100.82 101.06 101.28 101.13 101.09 100.88 100.77 100.76 100.79 100.78 100.67 00.53 100.55 100.46 103.40 103.38 103.01 101.49 LP LP 102.44 9001 100 99 98 103 102 101 100 100 99 98 103 99 101.14 101.29 98.82 103.64 102.45 101.36 99.78 101.46 98.49 98.89 98.68 D 3400 6000 3400 6000 SITTING SITTING LAWN/ PLANTING SITTING SITTING 2No PARKING SPACES SLOTTED DRAIN CHANNEL SLOTTED DRAIN CHANNEL SLOTTED DRAIN CHANNEL SLOTTED DRAIN CHANNEL BIKE STORE RAISED PLANTER BIN STORE BIKE STORE BIN STORE BIN STORE BIN STORE BIKE STORE BIKE STORE LAWN/ PLANTING PATIO PATIO PATIO PATIO PLANTING BELOW 1M HIGH PLANTING BELOW 1M HIGH EV 99.900 100.350 100.350 99.900 99.100 98.650 100.350 100.800 102.85m Plot 2 FFL 100.050 Plot 1 FFL 100.500 Plot 4 FFL 98.800 Plot 3 FFL 99.250 99.900 Path Foundation Plan Layout & Drainage 1:60 12300 10300 99.100 Path 12000 10000 12300 10300 12000 10000 450mm step, see long section. 225mm step, see long section. 450mm step, see long section. 225mm step, see long section. A B C 02 02 02 600 600 600 600 600 600 600 600 600 600 450mm step, see long section. 600 215 block on flat boundary retaining wall. 215 block on flat boundary retaining wall. 215 block on flat boundary retaining wall. 500mm step D 02 Reinforced cavity retaining wall, refer to section D for retained heights up to 2.5m 215 block on flat retaining wall for retained heights up to 900mm. 99.900 Rear garden to be regradded level. 99.450 1m step change to block on flat Option to introduce dwarf 215 block on flat retaining wall on boundary to allow re-grading & leveling of gardens. To be confirmed with developer. 1m step change to 225 block on flat 2m x 2.5m x 0.8m (4.0m3 Vol) attenuation crate.Crates to be wrapped in impermeable 2000gauge visqueen liner, tape or heat sealed. Orichamber flow restriction chamber. 10mm outfall hole for 0.2l/s @0.8m head. 2000 2000 IC with silt trap IC with silt trap IC with silt trap IC IC IC IC Contour lines are from existing topographic survey. Outfall to existing highway MU surface water drainage system 600 215 2No PARKING SPACES 2No PARKING SPACES IC with silt trap FWIC FWIC FW 100DN 1:80fall FWIC FWIC 100DN 215 02 E F 02 SC4495 0504 Invert 97.77 99.100 98.650 Existing DN150 Foul Existing DN150 Foul Unknown end, test slots required FWIC Existing DN300 Surface water Top of reinforced cavity wall may be sloped or stepped to required retained height. FWIC Orichamber flow restriction chamber. 10mm outfall hole for 0.2l/s @0.8m head. Orichamber flow restriction chamber. 10mm outfall hole for 0.2l/s @0.8m head. Orichamber flow restriction chamber. 10mm outfall hole for 0.2l/s @0.8m head. RP SW 150DN SW 150DN IC 450 Connection via 45o Y reducing 150 to 300 branch connector. All highway reinstatements to DOI Reinstatement Standard OP-06-057 SW 150DN NOTES Rev. Client: Ref. Revision Date Chk. By Job Title Drawing Title Drawn By Checked By Date Scale Job Ref Drawing No AMENDMENTS 01 B Status: Sovereign House, St Johns, IM4 3AJ [email protected] A Initial issue AX0380 TC CB 12/11/2024 1:60 @A1 Development of plot between 28 Clifton Drive & 14 Romney Wynd, Ramsey Foundation plan and drainage layout Mr O.Quaye & Mr A.Quaye Building Control Notes General 1) This drawing is to be read in conjunction with architects details and specifications 2) All dimensions are to be checked on site by the contractor prior to ordering steelwork Foundations 3) Design for building control assumes a minimum bearing capacity of 100kN/m over granular, well compacted inorganic sub base. 4) Prior to construction ground conditions to be confirmed via trial holes investigation. Plate bearing tests to confirm bearing capacities across the site. 5) All unreinforced strip footings to be cast using FND2 (C30 concrete) founded min 450mm below GL to prevent frost heave. 6) All foundation steps to be lapped minimum of 2x step height. 7) Tension straps for timber frame sole plate to be in accordance with timber frame manufacturers guidelines. Refer to Scotframe details. Retaining walls 8) Levels shown for top of retaining walls are indicative based on the existing land profile and topographic survey. Heights may be adjusted to suit on site following re-landscaping. Refer to max retained heights for each wall type. 9) All block on flat walls to be 7N/mm2 dense blockwork. 10) All reinforced cavity walls built in 7N dense blockwork inner and outer leaf with type 2 stainless wall ties at 900x450 centres. Cavity fill to be FND2 30N/mm2. 11) Contractor responsible for concrete placement method. For high lift placement temp shoring may be required to prevent blowout. 12) Cavities must be clear prior to concrete infill placement to ensure proper bond to reinforcing bars. Drainage 13) All inspection chamber covers within driveway to be minimum class B125. 14) Inspection chamber covers rear patio class A15 15) Permitted falls for foul drainage Max 1:40 Min 1:80. 16) Falls for surface water Min 1:100. 17) Attenuation crates Polystorm or similar to be min 95% void ratio. 18) Orichamber flow restriction to be provided on attentuation outfall for each property. Chamber to be installed in occordance with manufacturers guidance doc. For discrepancies, queries or changes, please notify the engineer. B Updated SW branch connection 12/11/24 CB TC