1
Existing 300mmØ FWS to be abandoned TEMPORARY CONNECTION FOR PHASED BUILD PROGRAMME. MAX 1:70 T1 TEMPORARY CONNECTION FOR PHASED BUILD PROGRAMME. MAX 1:70 T2 CL67.70 IL64.28 CL67.981 IL64.58 Existing 300mmØ FWS to be abandoned 63.18 68.89 68.66 61.81 61.81 E.R.T 5.5000 4.4823 4.8000 5.4676 5.5011 5.4746 5.5691 (70.55) (74.30) (74.00) (70.52) (70.55) (74.30) (74.18) (74.00) (70.52) (67.74) (69.57) (68.34) (67.65) (69.45) (67.65) (67.65) (70.55) (74.30) (74.18) (74.00) (69.35) (69.15) (74.41) (74.44) (70.53) (66.37) (66.61) (66.93) (67.00) (67.25) (70.35) (70.67) (70.52) (70.55) (74.30) (74.18) (74.00) (69.35) (69.15) (74.41) (74.44) (70.53) (66.61) (66.90) (66.50) (65.50) (67.25) (67.25) (67.75) (67.95) (69.50 min) (70.35) (70.55) (69.85) (69.73) (70.67) (70.52) (64.05) (65.60) FFL - 76.90 FFL - 76.00 FFL - 75.75 FFL - 75.75 FFL - 76.50 FFL - 76.30 FFL - 76.00 FFL - 72.25 FFL - 71.55 FFL - 71.50 FFL - 71.65 FFL - 72.55 FFL - 75.95 FFL - 75.00 FFL - 74.85 FFL - 74.00 FFL - 72.00 FFL - 72.10 FFL - 75.30 FFL - 71.85 FFL - 72.20 FFL - 74.60 FFL - 72.60 FFL - 75.75 FFL - 75.25 FFL - 71.95 FFL - 71.05 FFL - 72.00 FFL - 69.10 FFL - 68.75 FFL - 69.60 FFL - 69.95 FFL - 68.70 FFL - 69.05 FFL - 69.30 FFL - 69.20 FFL - 69.40 FFL - 67.50 FFL - 67.15 FFL - 68.00 FFL - 68.75 FFL - 67.10 FFL - 69.50 FFL - 70.00 FFL - 71.00 FFL - 71.40 FFL - 71.10 FFL - 71.85 FFL - 71.85 FFL - 67.95 FFL - 68.40 FFL - 67.25 FFL - 67.35 FFL - 67.45 FFL - 67.70 FFL - 67.40 FFL - 68.20 FFL - 68.60 FFL - 68.60 FFL - 68.30 FFL - 68.15 FFL - 68.90 FFL - 68.90 FFL - 69.00 FFL - 69.15 FFL - 69.30 FFL - 69.30 FFL - 69.10 FFL - 69.40 FFL - 69.70 FFL - 71.00 FFL - 71.40 FFL - 71.55 FFL - 69.50 FFL - 70.25 FFL - 69.85 FFL - 69.75 FFL - 70.00 FFL - 72.95 FFL - 74.10 FFL - 72.80 FFL - 73.35 FFL - 73.80 FFL - 75.80 FFL - 75.80 FFL - 75.75 FFL - 75.25 FFL - 74.60 FFL - 73.60 FFL - 74.75 FFL - 74.25 FFL - 73.75 FFL - 73.25 FFL - 72.75 FFL - 73.40 FFL - 72.40 FFL - 70.625 FFL - 69.875 FFL - 69.125 FFL - 71.55 FFL - 73.10 FFL - 74.10 FFL - 75.10 FFL - 76.30 FFL - 76.60 FFL - 76.40 FFL - 76.20 FFL - 76.10 FFL - 73.05 FFL - 73.55 FFL - 74.05 FFL - 74.55 FFL - 75.05 FFL - 75.55 FFL - 71.55 FFL - 71.55 FFL - 71.55 FFL - 71.50 FFL - 71.50 FFL - 71.50 FFL - 71.80 FFL - 71.50 FFL - 71.50 FFL - 71.65 FFL - 72.50 FFL - 73.30 FFL - 73.70 FFL - 73.70 FFL - 75.00 FFL - 75.00 FFL - 73.85 FFL - 73.60 FFL - 73.20 FFL - 72.80 FFL - 72.40 FFL - 67.45 FFL - 70.00 FFL - 71.00 FFL - 71.50 FFL - 69.50 FFL - 69.50 FFL - 69.50 FFL - 75.85 FFL - 76.45 FFL - 75.60 FFL - 75.60 FFL - 73.45 FFL - 73.95 FFL - 75.10 FFL - 75.10 FFL - 72.10 FFL - 72.60 FFL - 72.05 FFL - 73.275 FFL - 73.95 FFL - 74.95 FFL - 71.70 FFL - 76.35 FFL - 76.05 FFL - 75.70 FFL - 70.475 FFL - 70.90 FFL - 71.85 FFL - 70.85 FFL - 68.975 FFL - 68.60 FFL - 74.525 FFL - 67.80 FFL - 67.85 FFL - 68.20 Ext'ng Public Surface Water Sewer Ext'ng Public Surface Water Sewer Ext'ng 225Ø Public Foul Water Sewer (to be diverted/abandoned) CL67.484 CL69.000 3x1500Ø approx 40m Aquaspira Attenuation System or similar apparoved @ 1:400 S31 S29 S49 IL 66.466 HYDROBRAKE OPTIMUM (OR SIMILAR APPROVED) DESIGN HEAD 1.2m DISCHARGE LIMIT 21.9L/S 204mm ORIFICE MD-SHE-0204-2190-1200-2190 IL 64.098 HYDROBRAKE OPTIMUM (OR SIMILAR APPROVED) DESIGN HEAD 1.5m DISCHARGE LIMIT 51.6L/S 207mm ORIFICE MD-SCU-0207-5160-1500-5160 POND <<1:2 <<1:2 <<1:2 1:2>> 1:2>> <<1:2 1:2>> <<1:2 F100 Type CLAY 300mm @ 1:297 68.776 CL72.03 68.730 Type CLAY 300mm @ 1:326 68.937 CL71.53 68.776 Type CLAY 300mm @ 1:301 68.993 CL72.28 68.937 Type CLAY 300mm @ 1:326 FW DIVERSION 69.149 68.993 Type CLAY 300mm @ 1:323 FW DIVERSION 69.267 69.149 69.483 CL71.63 69.267 69.84 69.483 F101 Type CLAY 150mm @ 1:134 BD @ 69.91 Type CLAY 150mm @ 1:23 74.04 CL75.69 Type CLAY 225mm @ 1:100 69.56 CL71.065 69.23 Type CLAY 150mm @ 1:30 71.02 Type CLAY 150mm @ 1:41 72.03 CL73.53 71.02 Type CONC 600mm @ 1:401 66.60 66.52 66.71 66.60 Type CONC 450mm @ 1:400 67.76 Type CONC 375mm @ 1:99 68.00 67.85 Type CONC 375mm @ 1:99 68.29 68.00 Type CONC 375mm @ 1:68 68.87 68.29 Type CONC 375mm @ 1:321 68.94 68.87 Type CONC 375mm @ 1:321 69.01 68.94 Type CLAY 300mm @ 1:167 69.16 CL71.58 69.09 Type CLAY 225mm @ 1:52 69.99 69.23 Type CLAY 150mm @ 1:26 70.35 70.07 Type CLAY 150mm @ 1:18 70.78 70.35 Type CLAY 150mm @ 1:20 71.52 CL73.02 70.78 Type CLAY 150mm @ 1:28 73.034 CL75.02 BD @ 70.93 Type CLAY 150mm @ 1:25 73.40 CL75.53 Type CLAY 150mm @ 1:70 74.07 CL75.72 Type CLAY 225mm @ 1:58 65.53 65.21 Type CLAY 150mm @ 1:58 65.92 65.60 Type CLAY 150mm @ 1:95 67.98 CL69.33 67.70 Type CLAY 225mm @ 1:168 69.44 69.11 Type CONC 375mm @ 1:321 70.02 69.86 Type CLAY 300mm @ 1:59 70.36 70.09 Type CLAY 150mm @ 1:24 74.31 CL75.66 70.51 Type CONC 225mm @ 1:238 CL67.01 64.02 63.90 Type CONC 225mm @ 1:238 64.10 64.02 Type CONC 600mm @ 1:397 64.13 HEADWALL 64.10 Type CONC 600mm @ 1:403 64.21 64.19 Type CONC 600mm @ 1:400 64.32 CL66.57 64.21 Type CONC 600mm @ 1:402 64.41 CL66.44 64.32 Type CONC 600mm @ 1:400 64.45 CL66.84 64.41 Type CONC 600mm @ 1:394 64.48 CL66.87 64.45 Type CONC 600mm @ 1:399 64.53 64.48 Type CONC 600mm @ 1:397 64.57 CL67.75 64.53 Type CONC 600mm @ 1:398 64.67 CL68.67 64.57 Type CONC 600mm @ 1:396 64.70 CL68.73 64.67 Type CONC 600mm @ 1:397 64.74 CL68.64 64.70 Type CONC 600mm @ 1:395 64.78 CL68.49 64.74 Type CONC 600mm @ 1:403 64.83 64.78 Type CONC 450mm @ 1:63 66.83 [email protected] Type CONC 450mm @ 1:62 67.18 66.83 Type CONC 450mm @ 1:111 67.40 67.18 Type CONC 450mm @ 1:27 68.89 Type CONC 450mm @ 1:19 69.78 Type CLAY 150mm @ 1:21 73.63 [email protected] Type CLAY 150mm @ 1:40 73.94 CL75.56 73.63 Type CLAY 150mm @ 1:99 74.39 CL75.74 73.94 F106 F107 F105 F103 F102 CL71.25 CL71.01 S41 F25 F24 F23 F21 F20 F19 F18 F22 F17 F16 F15 F14 F13 F12 F11 F10 F9 F8 F7 F6 S10 S4 S7 F5 F4 S48 S47 S46 S45 S44 S43 S40 S39 S38 S37 S36 S35 S34 S50 F104 F3 F2 F1 S32 S30 S28 S27 S26 S25 S24 S23 S22 S21 S20 S19 S18 S17 S15 S14 S16 S13 S12 S10 S11 S8 S9 S6 S5 S4 S7 S3 S2 S1 S33 CL75.02 CL75.53 CL75.72 CL67.98 CL67.72 CL69.33 CL72.01 CL71.59 CL71.86 CL75.66 CL67.43 HEADWALL CL66.46 CL66.44 CL66.84 CL66.87 CL67.32 CL67.75 CL68.67 CL68.73 CL68.64 CL68.49 CL68.27 CL68.48 CL68.83 CL69.68 CL71.42 CL72.15 CL74.98 CL75.56 CL75.74 CL68.727 CL69.585 CL69.337 CL66.990 CL67.786 CL68.011 CL68.674 CL68.213 CL69.083 CL69.167 CL69.315 CL69.588 CL70.573 CL71.463 CL71.122 CL71.607 CL71.812 CL75.687 CL72.519 CL73.529 HEADWALL CL69.396 CL69.127 CL69.278 CL69.569 CL70.500 CL71.063 CL71.580 CL71.566 CL71.848 CL72.277 CL73.025 150mm @ 1:64 Type CLAY 150mm @ 1:69 Type CLAY 150mm @ 1:63 Type CLAY 150mm @ 1:70 Type CLAY 150mm @ 1:33 150mm @ 1:134 150mm @ 1:134 Type CLAY 150mm @ 1:134 Type CLAY 150mm @ 1:134 150mm @ 1:134 150mm @ 1:134 Type CLAY 150mm @ 1:134 Type CLAY 150mm @ 1:106 Type CLAY 150mm @ 1:134 Type CLAY 150mm @ 1:97 Type CLAY 150mm @ 1:102 Type CLAY 150mm @ 1:40 Type CLAY 150mm @ 1:130 150mm @ 1:70 Type CLAY 300mm @ 1:133 FW DIVERSION 300mm @ 1:121 FW DIVERSION 66.88 66.88 67.15 67.15 67.30 67.30 66.46 66.75 66.46 67.17 66.75 67.54 67.17 65.34 63.76 65.45 65.34 65.55 65.45 65.75 65.55 65.86 65.75 65.95 65.86 66.04 65.95 66.20 66.04 66.20 67.57 68.56 67.57 68.87 68.56 69.32 68.87 69.970 69.970 73.034 74.070 73.403 CL69.337 CL66.990 CL68.228 CL68.472 CL68.630 CL68.738 BD70.050 CL71.550 S42 CL71.64 UU REF: 5203 Type CONC 225mm @ 1:31 63.90 63.18 63.76 61.81 Type CLAY 225mm @ 1:12 67.40 68.89 TYPE CLAY 74.86 CL76.45 75.00 150Ø SW 1:103 74.27 CL76.26 74.86 150Ø SW 1:59 73.25 CL75.64 74.19 225Ø SW 1:28 72.18 CL74.69 73.25 225Ø SW 1:24 69.92 CL73.63 72.18 225Ø SW 1:17 68.89 CL71.37 69.92 225Ø SW 1:24 66.89 CL70.34 68.66 450Ø SW 1:10 65.10 CL69.72 66.89 450Ø SW 1:20 64.16 CL68.41 65.10 450Ø SW 1:20 63.63 CL67.73 64.16 450Ø SW 1:20 63.28 CL67.38 63.48 600Ø SW 1:77 63.23 CL67.02 63.28 600Ø SW 1:200 63.12 63.18 600Ø SW 1:200 63.02 CL66.60 63.12 600Ø SW 1:200 62.92 CL66.24 63.02 600Ø SW 1:200 62.86 CL65.73 62.92 600Ø SW 1:200 62.72 CL65.43 62.86 600Ø SW 1:200 62.38 CL64.70 62.42 900Ø SW 1:201 62.26 CL64.64 62.38 900Ø SW 1:200 62.21 CL64.22 62.26 900Ø SW 1:200 CL64.13 62.21 67.84 CL71.37 69.66 225Ø FW 1:13 66.42 CL70.38 67.77 300Ø FW 1:14 64.54 CL69.73 IL66.42 300Ø FW 1:20 63.57 CL68.35 64.54 300Ø FW 1:20 62.97 CL67.64 63.57 300Ø FW 1:20 62.57 CL67.31 62.97 300Ø FW 1:35 61.81 CL67.00 62.57 300Ø FW 1:20 60.88 CL66.775 61.81 300Ø FW 1:19 60.07 CL66.53 60.88 300Ø FW 1:20 59.85 CL66.28 60.07 300Ø FW 1:100 59.71 CL65.73 59.85 300Ø FW 1:100 57.707 CL65.34 59.71 300Ø FW 1:200 CL64.490 CL64.10 CL64.00 S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S14 S15 S16 S17 S18 S19 S20 S21 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 Pump Stn IL75.00 IL74.86 IL74.19 IL73.25 IL72.18 IL69.92 IL69.66 IL68.661 IL67.77 IL64.54 IL65.10 IL63.57 IL64.16 IL62.97 IL63.28 IL61.814 IL63.48 IL63.12 IL63.02 IL60.07 IL59.85 IL59.71 IL62.86 IL66.89 IL60.88 IL62.92 IL62.38 IL62.42 IL62.26 IL62.21 IL57.670 IL57.707 225Ø FW 1:125 225Ø SW 1:150 300Ø FW 1:43 Bifurcation pipe 67.17 FW 1:50 150Ø CL70.85 RM1 CL71.07 RM2 IL68.660 IL69.400 100id HDPE Rising Main 100id HDPE Rising Main 100id HDPE Rising Main 100id HDPE Rising Main 100id HDPE Rising Main CL71.53 Ex M/H 4001 IL68.72 CL71.53 F17 IL68.17 225Ø FW Access Adopted Foul Water Pump Station F15 IL55.50 IL62.57 66.42 Existing 225Ø CWS Public Sewer < Existing 225Ø CWS Public Sewer > 150Ø FW 1:125 225Ø SW 1:150 225Ø SW 1:150 150Ø SW 1:100 150Ø FW 1:100 Works carried out by UU Plc after Adoption of FWPS Modify ext'ng manhole by constructing side overflow weir at mid pipe depth c/w 300Ø branch pipe to F17 Sewer pipes to terminate 2m beyond back of footpath Sewer pipes to terminate 2m beyond back of footpath Sewer pipes to terminate 2m beyond back of footpath 29.739 CL66.705 S13 IL63.18 63.18 225Ø SW 1:150 225Ø FW 1:125 Valve chamber 3600Ø Pump Chamber Detension tank 13.5m internal length 1.8m W x 1.8m dp pc box culvert with DWF channel and benching Penstock Backdrop Kiosk Flow meter Generator point 1500mm wide conc apron around access covers 10.8 16.2 10.0 3.8 Permeable surfacing Gully 3600Ø id Wet Well Chamber 57.655 57.825 59.628 57.755 Wet Well 57.670 Clay Pipe Barrow Brook 126 127 128 129 130 131 132 141 142 133 134 135 136 137 138 139 140 143 112 113 114 115 116 118 119 23 22 21 20 19 18 17 16 15 14 12 11 10 09 08 07 24 25 26 27 28 04 03 02 01 06 05 32 31 30 29 38 39 40 41 42 37 36 35 34 33 46 45 44 43 59 58 57 56 55 54 52 53 51 50 49 48 47 66 67 68 70 69 74 73 72 71 77 78 79 80 81 82 83 84 85 86 87 88 89 91 90 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 110 111 154 153 152 151 150 149 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 GF 117 120 121 122 123 165 175 133 134 134 135 135 136 136 137 137 138 138 139 139 140 140 92 93 93 94 94 95 95 96 96 97 97 98 98 99 99 100 100 101 151 151 150 150 149 149 155 162 162 161 161 160 160 159 159 163 163 164 164 165 166 166 181 176 174 182 V 173 172 173 172 171 171 170 170 169 169 168 168 167 167 180 V 178 V 177 V V 186 V V 184 183 0.91m FF d Bdy 0.91m FF d Bdy FW Pump Station FW Pump Station 75 60 61 62 63 64 133 179 V 185 174 101 92 23 17 1 4 Kemple View 3 1 3 Abbey 14 3 6 LB 6 Place 15 Chorlton Terrace 34 OAKLEA GAR 22 16 74.7m 1 Terrace 1 31 76.5m 9 9 Mill Brook El 5 8 Sub 1 12 6 73.2m 14 12 Green Mount 1 1 Kemple Vista Terrace 4 4 15 1 19 El Catlow 1 1 6 2 OAK CLOSE 11 7 18 Ormerod Terr Oakfield WHALLEY ROAD Sta 5 Warrington 17 43 2 Pendle Hey Sub Sta 37 73.2m 6 102 102 91 91 155 E.R.T. V V 176 FF 177 GF 178 FF 179 GF 180 FF 181 GF 182 FF 183 GF 184 FF 185 GF 186 FF 81 82 83 84 85 92 93 94 95 96 97 98 99 100 101 108 109 110 111 144 145 146 147 148 189 190 149 149 208 191 188 192 193 194 195 196 205 157 217 218 222 223 224 225 226 156 156 157 202 203 204 206 197 198 199 200 201 207 209 210 211 212 213 214 215 216 219 220 221 124 125 197 197 198 198 199 199 200 200 201 201 202 202 203 203 204 204 205 205 206 206 207 207 208 208 210 210 211 211 212 212 213 213 214 214 215 215 216 216 209 209 217 217 218 218 124 124 * * * * * * * * * * * CHES BIRC HLLY PINE PINE LIME LIME LED+ LED+ LED+ LED+ LED+ LED+ PINE PINE LED+ BIRC HLLY CHRY CHRY HORN HORN PINE PINE LED+ LED+ LED+ CHRY CHRY HORN HORN HLLY HLLY CHES BIRC CHES BIRC CHES HLLY CHES CHES HLLY ROWN LIME LIME PINE PINE PINE PINE CHES ROWN CHES PINE PINE BIRC BIRC LIME CHES BIRC HLLY ROWN HLLY PINE PINE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CANT WO CANT WO CANT WO CANT WO CANT WO CANT WO CANT WO CANT WO SHAF WO SHAF WO SHAF WO SHAF WO SHAF WO STRA WO WO STRA WO WO STRA WO WO STRA WO WO STRA WO WO STRA WO WO STRA WO WO OXFO~ WO OXFO LS STRA WO WO WO STRA WO WO WO STRA WO WO WO STRA WO WO WO STRA WO WO WO OXFO~ WO OXFO LS OXFO~ WO OXFO LS OXFO LS OXFO LS OXFO~ WO OXFO~ WO STRA WO WO WO OXFO~ WO OXFO LS OXFO LS OXFO~ WO OXFO LS OXFO~ WO OXFO LS OXFO~ WO OXFO LS OXFO~ WO OXFO LS OXFO~ WO OXFO LS OXFO~ WO OXFO LS OXF SHAF SHAF SHAF SHAF SHAF OXFO~ WO OXFO~ WO OXFO~ WO LEAM~ LEAM~ LEAM~ LEAM~ OXFO~ WO * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * STR STR BUN 2 BUN 1 BUN 2 BUN 1 OXF STR CAM CAMB WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO OXFO WO CHESTNUT CRESCENT WHALLEY ROAD WHALLEY ROAD WHITEACRE LANE OXF OXF OXF OXF OXF OXF OXF OXF OXFO LS OXF OXF OXFO LS CAM STR CANT CANT HEN SUND WO WO CANT SUN HENP WO SUN HEN HEN SUN CAM CAMB WO SUND WO WO HENP WO HENP WO SUND WO WO Access to Parcel 6 ALT- 1 BED ALT- 1 BED LED LED LED 3 LED LED LED LED 3 LED ALT- 1 BED LED LED LED 3 BUN 1 BUN 2 BUN 2 BUN 1 BUN 1 BUN 2 BUN 2 BUN 1 BUN 2 LED BUN 2 CAM STR STR SHAF LED LED 3 LED LED LED 3 LED LED LED LED 3 LED SHAF WEL WEL LEA LS SHAF HEN WEL LEA LS CANT WEL SHAF LEA LS LEA LS SHAF SHAF WEL HEN HEN CANT SHAF STR SHAF HEN SUN SUN HEN SUN HEN CAM CANT CAM STR STR STR WOR CANT HEN CAM OXFO LS HAR STR CAM CANT STR WOR CAM STR STR CAM STR SHAF SHAF CAM STR CAM LED LED 3 LED LED LED LED 3 LED LED LEDB LED3 LEDB LEDB LEDB LED3 LEDB LEDB LED3 LEDB LEDB LEDB LEDB LEDB LEDB LED3 LEDB LEDB LED3 WORC WO WO STRA WO WO WELW WO WELW WO WELW WO HENP WO SUND WO WO CAMB WO WELW WO HENP WO CAMB WO STRA WO WO CAMB WO LEDB LED3 LEDB LEDB LEDB LEDB LED3 LEDB LEDB LEDB LED3 LED3 Play Area 350m². See Kompan Documents Ref: SQ231496 LEDB LEDB HENP WO LED3 LEDB LEDB LEDB LEDB LEDB LEDB LEDB LED3 LEDB LEDB WELW WO HENP WO CAMB WO CAMB WO CAMB WO LED3 STRA WO WO WORC WO WO HENP WO SUND WO WO SUND WO WO HENP WO CAMB WO CAMB WO CAMB WO HENP WO HARR WO CAMB WO Ext'ng Public Surface Water Sewer Ext'ng Public Surface Water Sewer Ext'ng 225Ø Public Foul Water Sewer (to be diverted/abandoned) Checked by Drawn By Drawing Title Drawing Number Revision Location Development Marketing Name Date Started Scale @ A0 Date WHALLEY ROAD BARROW ENG001-4 S104 DRAINAGE LAYOUT CB B 1:500 01.03.17 Date Revision Amendment Initials Redrow Homes Ltd - Lancs Division Redrow House, 14 Eaton Ave, Buckshaw Village, Chorley, Lancs PR7 7NA Tel: 01772 643700 Fax: 01772 643701 Web: www.redrow.co.uk Legal Disclaimer TBC This layout has been designed after due consideration of our Context & Constraints Plan PROPOSED SEWER EASEMENT PROPOSED SECTION 104 BOUNDARY Item Description Legend PROPOSED SURFACE WATER PROPOSED FOUL WATER EXISTING FOUL WATER G ROAD GULLY AND CONNECTION. 16.02.18 A Amended to UU comments dated 16/11/17 CB 04.09.18 B CL's to S8 & F106 revised NCW

ENG001-2 S104 Drainage Layout - Ribble Valley...Existing 300mmØ FWS to be abandoned TEMPORARY CONNECTION FOR PHASED BUILD PROGRAMME. MAX 1:70 T1 T2 CL67.70 IL64.28 CL67.981 IL64.58

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Page 1: ENG001-2 S104 Drainage Layout - Ribble Valley...Existing 300mmØ FWS to be abandoned TEMPORARY CONNECTION FOR PHASED BUILD PROGRAMME. MAX 1:70 T1 T2 CL67.70 IL64.28 CL67.981 IL64.58

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TEMPORARY CONNECTION

FOR PHASED BUILD

PROGRAMME. MAX 1:70

T1

TEMPORARY CONNECTION

FOR PHASED BUILD

PROGRAMME. MAX 1:70

T2

CL67.70

IL64.28

CL67.981

IL64.58

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63.18

68.8

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6

6

6

1

.8

1

61.81

E.R.T

5.5000

4.4823

4.8000

5.4676

5.5011

5.4746

5.5691

(70.55)

(74.30)

(74.00)

(70.52)

(70.55)

(74.30)

(74.18)(74.00)

(70.52)

(67.74)

(69.57)

(68.34)

(67.65)

(69.45)

(67.65)(67.65)

(70.55)

(74.30)

(74.18)(74.00)

(69.35)

(69.15)

(74.41)

(74.44)

(70.53)

(66.37)

(66.61)

(66.93)

(67.00)

(67.25)

(70.35)

(70.67)

(70.52)

(70.55)

(74.30)

(74.18)(74.00)

(69.35)

(69.15)

(74.41)

(74.44)

(70.53)

(66.61)

(66.90)

(66.50)

(65.50)

(67.25)

(67.25)

(67.75)

(67.95)

(69.50 min)

(70.35)

(70.55)

(69.85)

(69.73)

(70.67)

(70.52)(64.05)

(65.60)

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76.9

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76.0

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75.7

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3

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3

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FF

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75.8

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FF

L -

75.8

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FF

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75.7

5

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F

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5

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4

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7

4

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1

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7

5

.

1

0

FF

L -

76.3

0

FF

L -

76.6

0

FF

L -

76.4

0

F

F

L

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7

6

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2

0

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6

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3

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F

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F

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5

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F

L

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6

9

.

5

0

FF

L -

75.8

5

FF

L -

76.4

5

FF

L -

75.6

0

FF

L -

75.6

0

F

F

L

-

7

3

.

4

5

F

F

L

-

7

3

.

9

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F

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F

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F

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F

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2

.

0

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F

L

-

7

3

.

2

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5

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F

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3

.

9

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F

L

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7

4

.

9

5

F

F

L

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7

1

.

7

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FF

L -

76.3

5

F

F

L

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7

6

.

0

5

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F

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7

5

.

7

0

F

F

L

-

7

0

.

4

7

5

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F

L

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7

0

.

9

0

F

F

L

-

7

1

.

8

5

F

F

L

-

7

0

.

8

5

F

F

L

-

6

8

.

9

7

5

F

F

L

-

6

8

.

6

0

F

F

L

-

7

4

.

5

2

5

F

F

L

-

6

7

.

8

0

F

F

L

-

6

7

.

8

5

F

F

L

-

6

8

.

2

0

Ext'ng P

ublic S

urface W

ater S

ew

er

E

x

t

'n

g

P

u

b

lic

S

u

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f

a

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d

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)

CL67.484

CL69.000

3

x

1

5

0

0

Ø

a

p

p

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x

4

0

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A

q

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@

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0

S31

S29

S49

IL 66.466

HYDROBRAKE OPTIMUM

(OR SIMILAR APPROVED)

DESIGN HEAD 1.2m

DISCHARGE LIMIT 21.9L/S

204mm ORIFICE

MD-SHE-0204-2190-1200-2190

IL 64.098

HYDROBRAKE OPTIMUM

(OR SIMILAR APPROVED)

DESIGN HEAD 1.5m

DISCHARGE LIMIT 51.6L/S

207mm ORIFICE

MD-SCU-0207-5160-1500-5160

POND

<<

1:2

<

<

1

:2

<

<

1

:2

1

:

2

>

>

1

:

2

>

>

<<

1:2

1:2>

>

<

<

1

:

2

F100

Type C

LA

Y

300m

m

@

1:297

68.776 CL72.03

68.730

T

y

p

e

C

L

A

Y

3

0

0

m

m

@

1

:

3

2

6

6

8

.

9

3

7

CL71.53

6

8

.

7

7

6

T

y

p

e

C

L

A

Y

3

0

0

m

m

@

1

:

3

0

1

6

8

.

9

9

3

CL72.28

6

8

.

9

3

7

T

y

p

e

C

L

A

Y

3

0

0

m

m

@

1

:

3

2

6

F

W

D

I

V

E

R

S

I

O

N

6

9

.

1

4

9

6

8

.

9

9

3

T

y

p

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C

L

A

Y

3

0

0

m

m

@

1

:

3

2

3

F

W

D

I

V

E

R

S

I

O

N

6

9

.

2

6

7

6

9

.

1

4

9

6

9

.

4

8

3

CL71.63

6

9

.

2

6

7

6

9

.

8

4

6

9

.

4

8

3

F101

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

1

3

4

B

D

@

6

9

.

9

1

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

2

3

7

4

.

0

4

CL75.69

T

y

p

e

C

L

A

Y

2

2

5

m

m

@

1

:

1

0

0

6

9

.

5

6

CL71.065

6

9

.

2

3

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

3

0

7

1

.

0

2

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

4

1

7

2

.

0

3

CL73.53

7

1

.

0

2

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

4

0

1

6

6

.

6

0

6

6

.

5

2

6

6

.7

1

6

6

.6

0

T

y

p

e

C

O

N

C

4

5

0

m

m

@

1

:

4

0

0

6

7

.

7

6

Type CO

NC

375m

m @

1:9

9

68.0

0

67.8

5

T

yp

e

C

O

N

C

3

7

5

m

m

@

1

:9

9

6

8

.2

9

6

8

.0

0

T

y

p

e

C

O

N

C

3

7

5

m

m

@

1

:

6

8

6

8

.

8

7

6

8

.

2

9

T

y

p

e

C

O

N

C

3

7

5

m

m

@

1

:

3

2

1

6

8

.

9

4

6

8

.

8

7

T

y

p

e

C

O

N

C

3

7

5

m

m

@

1

:

3

2

1

6

9

.

0

1

6

8

.

9

4

Type C

LA

Y

300m

m @

1:167

69.16

CL71.58

69.09

T

y

p

e

C

L

A

Y

2

2

5

m

m

@

1

:

5

2

6

9

.

9

9

6

9

.

2

3

Type C

LA

Y

150m

m @

1:26

70.35

70.07

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

1

8

7

0

.

7

8

7

0

.

3

5

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

2

0

7

1

.

5

2

CL73.02

7

0

.

7

8

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

2

8

7

3

.

0

3

4

CL75.02

B

D

@

7

0

.

9

3

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

2

5

7

3

.

4

0

CL75.53

Type C

LA

Y

150m

m @

1:70

74.07

CL75.72

T

y

p

e

C

L

A

Y

2

2

5

m

m

@

1

:5

8

6

5

.5

3

6

5

.2

1

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

5

8

6

5

.

9

2

6

5

.

6

0

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:9

5

6

7

.9

8

CL69.33

6

7

.7

0

T

y

p

e

C

L

A

Y

2

2

5

m

m

@

1

:

1

6

8

6

9

.

4

4

6

9

.

1

1

T

y

p

e

C

O

N

C

3

7

5

m

m

@

1

:

3

2

1

7

0

.

0

2

6

9

.

8

6

T

y

p

e

C

L

A

Y

3

0

0

m

m

@

1

:

5

9

7

0

.

3

6

7

0

.

0

9

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

2

4

7

4

.

3

1

CL75.66

7

0

.

5

1

T

y

p

e

C

O

N

C

2

2

5

m

m

@

1

:

2

3

8

CL67.01

6

4

.

0

2

6

3

.

9

0

T

y

p

e

C

O

N

C

2

2

5

m

m

@

1

:

2

3

8

6

4

.

1

0

6

4

.

0

2

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

3

9

7

6

4

.

1

3

HEADWALL

6

4

.

1

0

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:4

0

3

6

4

.2

1

6

4

.1

9

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

4

0

0

6

4

.

3

2

CL66.57

6

4

.

2

1

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:4

0

2

6

4

.4

1

CL66.44

6

4

.3

2

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

4

0

0

6

4

.

4

5

CL66.84

6

4

.

4

1

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

3

9

4

6

4

.

4

8

CL66.87

6

4

.

4

5

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

3

9

9

6

4

.

5

3

6

4

.

4

8

Type C

ON

C

600m

m @

1:3

97

64.5

7

CL67.75

64.5

3

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

3

9

8

6

4

.

6

7

CL68.67

6

4

.

5

7

Type C

O

NC

600m

m

@

1:396

64.70

CL68.73

64.67

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

3

9

7

6

4

.

7

4

CL68.64

6

4

.

7

0

T

y

p

e

C

O

N

C

6

0

0

m

m

@

1

:

3

9

5

6

4

.

7

8

CL68.49

6

4

.

7

4

Type C

ON

C

600m

m @

1:403

64.83

64.78

T

y

p

e

C

O

N

C

4

5

0

m

m

@

1

:

6

3

6

6

.

8

3

B

D

@

6

6

.

6

1

T

y

p

e

C

O

N

C

4

5

0

m

m

@

1

:

6

2

6

7

.

1

8

6

6

.

8

3

T

y

p

e

C

O

N

C

4

5

0

m

m

@

1

:

1

1

1

6

7

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0

6

7

.

1

8

T

y

p

e

C

O

N

C

4

5

0

m

m

@

1

:

2

7

6

8

.

8

9

T

y

p

e

C

O

N

C

4

5

0

m

m

@

1

:

1

9

6

9

.7

8

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

2

1

7

3

.

6

3

B

D

@

7

0

.

8

0

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

4

0

7

3

.

9

4

CL75.56

7

3

.

6

3

Type C

LA

Y

150m

m @

1:99

74.39

CL75.74

73.94

F106

F107

F105

F103

F102

CL71.25

CL71.01

S41

F25

F24

F23

F21

F20

F19

F18

F22

F17

F16

F15

F14

F13

F12

F11

F10

F9

F8

F7

F6

S10

S4

S7

F5

F4

S48

S47

S46

S45

S44

S43

S40

S39

S38

S37

S36

S35

S34

S50

F104

F3

F2

F1

S32

S30

S28

S27

S26

S25

S24

S23

S22

S21

S20

S19

S18

S17

S15

S14

S16

S13

S12

S10

S11

S8

S9

S6

S5

S4

S7

S3

S2

S1

S33

CL75.02

CL75.53

CL75.72

CL67.98

CL67.72

CL69.33

CL72.01

CL71.59

CL71.86

CL75.66

CL67.43

HEADWALL

CL66.46

CL66.44

CL66.84

CL66.87

CL67.32

CL67.75

CL68.67

CL68.73

CL68.64

CL68.49

CL68.27

CL68.48

CL68.83

CL69.68

CL71.42

CL72.15

CL74.98

CL75.56

CL75.74

CL68.727

CL69.585

CL69.337

CL66.990

CL67.786

CL68.011

CL68.674

CL68.213

CL69.083

CL69.167

CL69.315

CL69.588

CL70.573

CL71.463

CL71.122

CL71.607

CL71.812

CL75.687

CL72.519

CL73.529

HEADWALL

CL69.396

CL69.127

CL69.278

CL69.569

CL70.500

CL71.063

CL71.580

CL71.566

CL71.848

CL72.277

CL73.025

1

5

0

m

m

@

1

:6

4

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

6

9

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

6

3

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

7

0

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

3

3

1

5

0

m

m

@

1

:

1

3

4

1

5

0

m

m

@

1

:1

3

4

Type C

LA

Y

150m

m

@

1:134

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

1

3

4

1

5

0

m

m

@

1

:

1

3

4

150m

m @

1:134

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

1

3

4

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:

1

0

6

Type CLAY

150mm @ 1:134

Type CLAY

150mm

@ 1:97

T

y

p

e

C

L

A

Y

1

5

0

m

m

@

1

:1

0

2

T

y

p

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C

L

A

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1

5

0

m

m

@

1

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4

0

T

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C

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1

5

0

m

m

@

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1

3

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1

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0

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7

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T

y

p

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C

L

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3

0

0

m

m

@

1

:

1

3

3

F

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S

I

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3

0

0

m

m

@

1

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1

2

1

F

W

D

I

V

E

R

S

I

O

N

6

6

.

8

8

66.88

67.15

67.15

67.30

6

7

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0

6

6

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6

6

6

.

7

5

6

6

.

4

6

6

7

.

1

7

6

6

.

7

5

6

7

.

5

4

6

7

.

1

7

6

5

.

3

4

6

3

.

7

6

6

5

.

4

5

6

5

.

3

4

6

5

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5

6

5

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5

65.75

65.55

6

5

.

8

6

6

5

.

7

5

6

5

.

9

5

6

5

.

8

6

66.04

65.95

6

6

.

2

0

6

6

.

0

4

6

6

.

2

0

6

7

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7

6

8

.

5

6

6

7

.

5

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6

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8

7

6

8

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5

6

6

9

.

3

2

6

8

.

8

7

6

9

.

9

7

0

6

9

.

9

7

0

7

3

.

0

3

4

74.070

73.403

CL69.337

CL66.990

CL68.228

CL68.472

CL68.630

CL68.738

B

D

7

0

.

0

5

0

CL71.550

S42

CL71.64

UU REF:

5203

T

ype C

O

N

C

225m

m

@

1:31

6

3

.9

0

6

3

.1

8

63.76

61.81

Type C

LA

Y

225m

m

@

1:12

6

7

.4

0

6

8

.

8

9

T

Y

P

E

C

L

A

Y

74.86

CL76.45

75.00

150Ø SW 1:103

7

4

.

2

7

CL76.26

7

4

.

8

6

1

5

0

Ø

S

W

1

:

5

9

73.25

CL75.64

74.19

225Ø

S

W

1:28

7

2

.

1

8

CL74.69

7

3

.

2

5

2

2

5

Ø

S

W

1

:

2

4

6

9

.9

2

CL73.63

7

2

.1

8

2

2

5

Ø

S

W

1

:1

7

68.8

9

CL71.37

69.9

2

225Ø

SW

1:2

4

6

6

.

8

9

CL70.34

6

8

.

6

6

4

5

0

Ø

S

W

1

:

1

0

6

5

.1

0

CL69.72

6

6

.8

9

4

5

0

Ø

S

W

1

:2

0

64.16

CL68.41

65.10

450Ø SW 1:2063.6

3

CL67.73

64.16

450Ø

S

W

1:20

6

3

.

2

8

CL67.38

6

3

.

4

8

6

0

0

Ø

S

W

1

:

7

7

6

3

.

2

3

CL67.02

6

3

.

2

8

6

0

0

Ø

S

W

1

:2

0

0

63.12

6

3

.1

8

600Ø

SW

1:2

00

6

3

.

0

2

CL66.60

6

3

.

1

2

6

0

0

Ø

S

W

1

:

2

0

0

6

2

.

9

2

CL66.24

6

3

.

0

2

6

0

0

Ø

S

W

1

:

2

0

0

6

2

.

8

6

CL65.73

6

2

.

9

2

6

0

0

Ø

S

W

1

:

2

0

0

6

2

.

7

2

CL65.43

6

2

.

8

6

6

0

0

Ø

S

W

1

:

2

0

0

6

2

.

3

8

CL64.706

2

.

4

2

9

0

0

Ø

S

W

1

:

2

0

1

6

2

.

2

6

CL64.64

6

2

.

3

8

9

0

0

Ø

S

W

1

:

2

0

0

62.21

CL64.22

62.26

900Ø

S

W

1:200

CL64.13

6

2

.

2

1

67.8

4

CL71.37

69.6

6

225Ø

FW

1:1

3

6

6

.

4

2

CL70.38

6

7

.

7

7

3

0

0

Ø

F

W

1

:

1

4

6

4

.5

4

CL69.73

IL66.42

3

0

0

Ø

F

W

1

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0

63.57

CL68.35

64.54

300Ø FW 1:20

6

2

.9

7

CL67.64

6

3

.5

7

3

0

0

Ø

F

W

1

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0

6

2

.

5

7

CL67.31

6

2

.

9

7

3

0

0

Ø

F

W

1

:

3

5

6

1

.8

1

CL67.00

6

2

.

5

7

3

0

0

Ø

F

W

1

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0

60.88

CL66.775

61.81

300Ø F

W 1

:19

6

0

.0

7

CL66.53

6

0

.

8

8

3

0

0

Ø

F

W

1

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0

5

9

.

8

5

CL66.28

6

0

.

0

7

3

0

0

Ø

F

W

1

:

1

0

0

5

9

.

7

1

CL65.73

5

9

.

8

5

3

0

0

Ø

F

W

1

:

1

0

0

5

7

.

7

0

7

CL65.34

5

9

.

7

1

3

0

0

Ø

F

W

1

:

2

0

0

CL64.490

CL64.10

CL64.00

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

S11

S12

S14

S15

S16

S17

S18

S19

S20

S21

F1

F2

F3

F4

F5

F6

F7

F8

F9

F10

F11

F12

F13

F14

Pump Stn

IL75.00

IL74.86

IL74.19

IL73.25

IL72.18

IL69.92

IL69.66

IL68.661

IL67.77

IL64.54

IL65.10

IL63.57

IL64.16

IL62.97

IL63.28

IL61.814

IL63.48

IL63.12

IL63.02

IL60.07

IL59.85

IL59.71

IL62.86

IL66.89

IL60.88

IL62.92

IL62.38

IL62.42

IL62.26

IL62.21

IL57.670

IL57.707

2

2

5

Ø

F

W

1

:

1

2

5

2

2

5

Ø

S

W

1

:

1

5

0

3

0

0

Ø

F

W

1

:

4

3

B

i

f

u

r

c

a

t

i

o

n

p

i

p

e6

7

.

1

7

FW

1:50

150Ø

CL70.85

RM1

CL71.07

RM2

IL68.660IL69.400

1

0

0

id

H

D

P

E

R

is

in

g

M

a

in

100id HDPE Rising Main

1

0

0

i

d

H

D

P

E

R

i

s

i

n

g

M

a

i

n

1

0

0

i

d

H

D

P

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i

s

i

n

g

M

a

i

n

1

0

0

i

d

H

D

P

E

R

i

s

i

n

g

M

a

i

n

CL71.53

Ex M/H 4001

IL68.72

CL71.53

F17

IL68.17

2

2

5

Ø

F

W

A

c

c

e

s

s

A

d

o

p

t

e

d

F

o

u

l

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a

t

e

r

P

u

m

p

S

t

a

t

i

o

n

F15

IL55.50

IL62.57

6

6

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2

E

x

is

tin

g

2

2

5

Ø

C

W

S

P

u

b

lic

S

e

w

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r

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x

is

tin

g

2

2

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C

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u

b

lic

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e

w

e

r

>

1

5

0

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F

W

1

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2

5

2

2

5

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S

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1

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5

0

2

2

5

Ø

S

W

1

:

1

5

0

150Ø

S

W

1:100

150Ø

F

W

1:100

Works carried out by UU Plc after

Adoption of FWPS Modify ext'ng manhole

by constructing side overflow weir at mid

pipe depth c/w 300Ø branch pipe to F17

S

e

w

e

r p

ip

e

s to

te

rm

in

a

te

2

m

b

e

yo

n

d

b

a

ck o

f fo

o

tp

a

th

S

e

w

e

r p

ip

e

s to

te

rm

in

a

te

2

m

b

e

yo

n

d

b

a

ck o

f fo

o

tp

a

th

S

e

w

e

r p

ip

e

s to

te

rm

in

a

te

2

m

b

e

yo

n

d

b

a

ck o

f fo

o

tp

a

th

2

9

.7

3

9

CL66.705

S13

IL63.18

63.18

22

S

W 1

:1

50

225Ø

F

W 1:125

V

a

l

v

e

c

h

a

m

b

e

r

3

6

0

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P

u

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p

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h

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b

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1

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m

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1

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5

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C

l

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P

i

p

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B

a

r

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w

B

r

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126

127

128

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130

131

132

141

142

133

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136

137

138

139

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112

113

114

115

116

118

119

23

22

21

20

19

18

17

16

15

14

12

11

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09

08

07

24

25

26

27

28

04

03

02

01

06

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32

31

30

29

38

39

40

41

42

37

36

35

34

33

46

45

44

43

59

58

57

56

55

54

52

53

51

50

49

48

47

66

67

68

70

69

74

73

72

71

77

78

79

80

81

82

83

84

85

86

87

88

89

91

90

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

110

111

154

153

152

151

150

149

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175 GF

117

120

121

122

123

165

175

133

134

134

135

135

136

136

137

137

138

138

139

139

140

140

92

93

93

94

94

95

95

96

96

97

97

98

98

99

99

100

100

101

151

151

150

150

149

149

155

162

162

161

161

160

160

159

159

163

163

164

164

165

166

166

181

176

174

182

V

173

172

173

172

171

171

170

170

169

169

168

168

167

167

180

V

178

V

177

V

V

186

V

V

184

183

0

.

9

1

m

F

F

W

a

r

d

B

d

y

0

.

9

1

m

F

F

W

a

r

d

B

d

y

FW Pump

Station

FW Pump

Station

75

60

61

62

63

64

133

179

V

185

174

101

92

23

17

1

4

K

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Checked by

Drawn By

Drawing Title

Drawing Number

Revision

Location

Development

Marketing Name

Date Started

Scale @ A0

Date

WHALLEY ROAD

BARROW

ENG001-4

S104 DRAINAGE LAYOUT

CB

B

1:500

01.03.17

DateRevision Amendment Initials

Redrow Homes Ltd - Lancs Division

Redrow House, 14 Eaton Ave, Buckshaw Village, Chorley, Lancs PR7 7NA

Tel: 01772 643700 Fax: 01772 643701 Web: www.redrow.co.uk

Legal Disclaimer TBC

This layout has been designed after due consideration of our Context & Constraints Plan

PROPOSED SEWER EASEMENT

PROPOSED SECTION 104

BOUNDARY

Item Description

Legend

PROPOSED SURFACE WATER

PROPOSED FOUL WATER

EXISTING FOUL WATER

G

ROAD GULLY AND CONNECTION.

16.02.18A Amended to UU comments dated 16/11/17 CB

04.09.18B CL's to S8 & F106 revised NCW

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AutoCAD SHX Text
75.740
AutoCAD SHX Text
75.720
AutoCAD SHX Text
75.700
AutoCAD SHX Text
75.640
AutoCAD SHX Text
75.940
AutoCAD SHX Text
75.990
AutoCAD SHX Text
75.990
AutoCAD SHX Text
150mm @ 1:4
AutoCAD SHX Text
Type CLAY
AutoCAD SHX Text
H1
AutoCAD SHX Text
CL72.09
AutoCAD SHX Text
IL70.75
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
63.78
AutoCAD SHX Text
63.78
AutoCAD SHX Text
63.76
AutoCAD SHX Text
63.73
AutoCAD SHX Text
63.70
AutoCAD SHX Text
63.66
AutoCAD SHX Text
63.98
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
merF
AutoCAD SHX Text
merF