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Summit House, Riparian Way,The Crossings, Crosshills,Keighley, BD20 7BWT - 01535 633350
Consulting Civil , Structural &Geo-Environmental Engineers
AssociatesPaul Waite
E-Mail: [email protected] Site: www.pwaite.co.uk
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Building
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Building
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O/H TELE
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O/H TELE
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08/02/2007
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07/02/07
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07/02/07
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07/02/07
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07/02/07
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07/02/07
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07/02/07
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07/02/07
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FARMLAND
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FARMLAND
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P/W 1.1mH
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PIPE C/L
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BUILDING
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EXISTING
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2.3mH STONE RTW
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STONE RTW 1.5mH
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STONE WALL
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O/H CANOPY
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RESERVOIR
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PIPE C/L
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3.0mH STONE WALL
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ROUGH GROUND
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ROUGH GROUND
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WATT STREET
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ELEC SUB
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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WHALLEY ROAD
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DEVELOPMENTS
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DRAINAGE CHANNEL
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O/H CANOPY
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O/H CANOPY
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VICTORIA
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DEVELOPMENTS
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STONE RTW
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1.5mH B/W
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WHALLEY ROAD
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P SHIPSTONE
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ROUGH GROUND
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0.3mH STONE WALL
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0.6mH STONE WALL
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1.2mH STONE RTW
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2.2mH STONE RTW
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2.2mH STONE RTW
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STONE WALL
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CONC WALL 4.4mH
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CONC WALL
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STONE WALL
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STONE WALL
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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BRICK WALL
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3.2mH STONE WALL
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STONE WALL
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3.2mH STONE WALL
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STONE WALL
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CONC WALL
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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STONE WALL
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2.2mH STONE RTW
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STONE WALL
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1.0mH STONE RTW
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STONE WALL
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STONE WALL
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STONE RTW
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STONE RTW
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STONE WALL
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STONE WALL
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STONE WALL
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BRICK WALL
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CONC WALL
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1.2mH STONE RTW
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0.2mH STONE RTW
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O/H TELE
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STONE WALL
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STONE RTW
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STONE WALL
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STONE WALL
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STONE WALL
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STONE WALL
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STONE RTW
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STONE WALL
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CONC WALL
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STONE RTW
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P/R 1.0mH
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P/R 1.0mH
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BRICK WALL
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STONE RTW
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CONC WALL
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STONE RTW
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STONE WALL
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CONC WALL
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STONE RTW
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BRICK WALL
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P/W 1.0mH
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3.0mH STONE WALL
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STONE WALL
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O/H TELE
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O/H TELE
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O/H TELE
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O/H TELE
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DRAINAGE CHANNEL
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O/H TELE
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O/H TELE
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IL137.87
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IL139.10
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IL140.51
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IL140.50
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IL139.53
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IL140.26
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IL140.60
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IL140.24
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IL142.13
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IL142.13
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IL142.03
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IL142.02
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IL142.02
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IL142.02
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IL140.53
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IL141.91
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B1 143.005
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B2 139.931
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B3 139.915
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B5 140.192
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B4 140.185
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B6 140.289
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B7 140.245
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B8 140.213
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B9 140.201
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B10 140.248
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B11 140.247
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B12 140.277
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B13 140.694
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B14 140.638
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B15 140.653
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ESTIMATED TREE LOCATION
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ESTIMATED GROUP LOCATION
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GENERAL OUTLINE OF TERRACE OF HOUSES
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(PENDLE STREET WEST)
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ADJACENT WORKSHOP
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BREACHED WEIR
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FFL:141.880
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FFL:141.880
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FFL:141.880
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FFL:141.880
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FFL:141.600
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FFL:141.450
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FFL:143.050
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FFL:142.900
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FFL:143.345
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FFL:142.900
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FFL:142.900
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FFL:142.950
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FFL:143.150
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FFL:143.150
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FFL:143.350
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FFL:143.000
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FFL:143.000
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FFL:143.000
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FFL:143.550
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FFL:143.400
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FFL:143.345
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FFL:143.410
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FFL:143.100
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FFL:141.600
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FFL:141.250
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FFL:140.900
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FFL:141.450
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FFL:143.410
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FFL:143.100
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FFL:143.100
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FFL:140.900
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FFL:141.250
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SW 1.000 1500 1:229 (0.334%) 33.00m
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SW 1.001 1500 1:298(0.333%) 17.00m
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SW 1.002 1500 1:296(0.333%) 16.00m
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SW 1.003 1500 1:298 (0.333%) 34.00m
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SW 1.005 1500 1:298(0.333%) 17.00m
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S1 CL:142.434 IL:138.914
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S2 CL:143.069 IL:138.797
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S3 CL:143.087 IL:138.740
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S5 CL:143.014 IL:138.686
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S7 CL:141.473 IL:138.502
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S8 HYDROBRAKE OPTIMUM FLOW CONTROL MANHOLE DESIGN HEAD:2.30m DESIGN FLOW:6.4 l/s CL:141.145 IL:138.445
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SW 1.006 300 1:167 (0.600%) 7.50m
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HEADWALL 1 IL:138.400
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SW 1.004 1500 1:300 (0.333%) 21.00m
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S6 CL:142.420 IL:138.572
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HEADWALL 2 IL:138.300
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S11 HYDROBRAKE OPTIMUM FLOW CONTROL MANHOLE DESIGN HEAD: DESIGN FLOW: CL:140.750 IL:138.330
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S10 CL:142.075 IL:138.444
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S9 CL:141.730 IL:138.528
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S4 CL:143.014 IL:138.686
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SW 1.003 1500 1:300 (0.333%) 21.00m
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SW 1.005 1500 1:298(0.333%) 34.00m
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SW 1.005 1500 1:297(0.333%) 25.00m
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FFL:140.900
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FFL:141.100
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FFL:141.880
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FFL:141.000
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FFL:140.750
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FFL:141.880
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FFL:141.880
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FFL:141.880
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NOTES: 1. COPYRIGHT IN THIS DOCUMENT BELONGS TO PAUL WAITE ASSOCIATES LIMITED & ALL RIGHTS IN IT ARE COPYRIGHT IN THIS DOCUMENT BELONGS TO PAUL WAITE ASSOCIATES LIMITED & ALL RIGHTS IN IT ARE RESERVED BY THE OWNER. 2. NO PART OF THIS DRAWING MAY BE COPIED, TRANSFERRED, OR MADE AVAILABLE TO USERS OTHER THAN NO PART OF THIS DRAWING MAY BE COPIED, TRANSFERRED, OR MADE AVAILABLE TO USERS OTHER THAN THE ORIGINAL RECIPIENT, INCLUDING ELECTRONICALLY, WITHOUT PRIOR PERMISSION FROM PAUL WAITE ASSOCIATES LIMITED. 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS & ENGINEERS DRAWINGS & THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS & ENGINEERS DRAWINGS & SPECIFICATIONS. 4. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES. 5. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. 6. ONLY PDF/HARD COPIES OF DRAWINGS SHOULD BE REFERRED TO FOR CONSTRUCTION USE, THE USE OF ONLY PDF/HARD COPIES OF DRAWINGS SHOULD BE REFERRED TO FOR CONSTRUCTION USE, THE USE OF AUTOCAD DRAWINGS/DWG'S IS UNDERTAKEN ENTIRELY AT THE DEVELOPERS RISK AND ALL DIMENSIONS AND SETTING OUT MUST BE CHECKED IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION MUST BE CHECKED IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION IN CONJUNCTION WITH THE ARCHITECT AND ENGINEERS CONSTRUCTION DRAWINGS. ALL DRAWINGS SHOULD BE CONFIRMED AS LATEST ISSUE ON THE DOCUMENT ISSUE SHEET PRIOR TO COMMENCEMENT OF WORKS AND SHOULD BE USED ONLY FOR THEIR DEFINED DRAWING STATUS. ANY DISCREPANCIES BETWEEN THE ARCHITECT AND ENGINEERS DRAWINGS ARE TO BE IMMEDIATELY NOTIFIED TO ALL PARTIES.
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Drawing:
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Drawing Number:
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Checked By:
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Drawn By:
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PROPOSED RESIDENTIAL DEVELOPMENT
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FORMER VICTORIA MILL
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SECTION 104 DRAINAGE LAYOUT
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14/09/2018
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APPROVAL
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17140-C-53
