1
127.126 126.723 126.522 126.290 126.038 125.697 125.535 125.252 125.146 124.896 124.658 124.871 125.303 125.649 125.892 126.276 126.736 127.204 CL126.707 MH CL125.966 MH SP TP EP CL120.666 MH CL123.917 MH CL121.972 MH US US US US TP TP TP EP EP EP MKR IL108.182 TOP110.129 5 12 1 9 Hall 7 CG Galley Gap n Abri 4 11 Blyth House 1 Hill Farm AUSTEN CLOSE 1 3 5 10 BRONTE CLOSE 39 10 81 4 PLOUGH HILL ROAD 13 142.3m 10 4 War 19 128.2m 136.2m Meml Play 30 17 Nursery 20 1 21 CHESTERTON DRIVE 16 15 DRYDEN CLOSE 7 28 18 Wansbeck 17 15 St Peter's Galley Common School 2 15 38 35 17 6 37 El Sub Sta MARLOWE CLOSE 3 1 SHERIDAN DRIVE 1 14 18 Church 431750 431800 431850 431900 431950 CLOSE FEILDING WAY 26 11 104 1 144 21 11 4 12 39 116 63 BETTIN 156 1 16 CHAUCER DRIVE 25 21 12 WAY FB 3 Path (um) CHESTERTON 47 6 14 CL Plough Hill 126 76 Driving Range 40 61 DRIVE 9 SHERBOURNE 16 245 51 42 3 16 Pond 249 36 BETTINA 94 Play Area 106 SELBY Golf Centre 19 9 2 Path (um) ORWELL CLOSE 15 159 91 7 6 20 18 WIMBOURNE 20 62 51 8 Hill Farm BETTINA Golf Course SWINBURNE CLOSE 9 20 24 1 11 13 287 68 13 48 5 BROWNING CLOSE 1 Path 121.0m 66 BLAKE CLOSE 12 16 2 77 301 RUSKIN CLOSE FB 12 Dismantled Railway Issues 8 3 1 15 9 35 92 FB 17 26 2 2 247 41 45 55 53 1 6 74 30 Plough Hill Farm Cottage 12 1 Path (um) 271 7 120.3m 150 CLOSE 1 El AVENUE 52 9 ADDISON CLOSE 69 Shires 1 7 114.9m KIPLING 12 9 7 19 60 11 1 99 Sta Sub 7 10 1 FB 27 OSE 81 71 17 90 6 88 71 6 46 79 FRENSHAM DRIVE CLOSE 82 69 15 123.5m 89 2 ORWELL CLOSE 251 292050 292100 292150 292200 292350 292500 292550 292600 292650 292700 432050 432100 432150 432200 432250 432300 432350 432400 432450 432500 432550 432600 7 PA21 PT36 PD49 PA411 132 1 2 3 8 13 10 12 14 15 24 25 29 26 28 30 PT36 PT36 37 36 41 38 44 46 47 45 51 48 49 52 54 50 55 62 53 60 56 57 59 63 58 65 66 64 73 67 68 70 71 72 74 76 75 77 84 82 83 85 86 88 87 90 94 92 93 95 96 111 110 109 122 113 112 116 118 120 117 119 124 121 123 126 129 131 125 127 128 133 130 134 135 136 137 138 139 144 140 141 142 146 143 153 145 148 151 147 149 152 154 155 157 156 159 161 160 158 165 162 166 168 163 164 169 167 171 172 174 173 175 176 180 177 183 178 179 181 184 241 242 245 244 246 247 PA21 PA21 PA411 PA21 PT36 B2 PT36 AA23 PA411 PT36 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 PD49 AA31 PT41 PT41 PT41 PT41 PD49 PA411 PT41 PT41 PT41 PA411 PA411 PA411 PA411 PA411 PA411 B2 PD48 PT36 PD48 PD48 PD48 B2 PT41 PA21 PA21 AA31 PA21 AA31 AA31 AA23 AA23 AA23 PA21 AA31 AA31 PA21 PA21 PA21 PD48 6 B2 PD33 PA30 PA30 PT41 PA411 PT41 PT41 B2 PT36 B2 PT36 PA30 PA30 PD33 PA30 PA30 PA30 PA30 PT41 B2 B2sp* PT41 PT37 PD48 PA411 39 40 PA21 PA21 11 PD49 PA411 PD49 102 99 103 100 101 115 114 B2 PA411 PA411 PA411 PT36 PT41 PT42 PT41 PD49 170 PD49 PA30 PA30 AA23 AA23 AA23 AA23 PT41 PT41 251 249 248 252 250 255 254 253 PT36 PT36 PT41 PT41 B2 PA411 B2 PA411 PA21 PA21 PT41 PA411 PD33 256 257 258 259 260 261 262 P73 P121 P172 P170 P155 P159 P158 P160 P2 P2 P6 P6 P7 P7 P12 P41 P41 P42 P42 P40 P40 P44 P44 P45 P45 P46 P46 P39 P39 P47 P47 P48 P48 P49 P49 P9 P9 P10 P10 P13 P13 P14 P14 P15 P15 P50 P50 P51 P51 P52 P52 P53 P53 P72 P72 P262 P73 P74 P74 P75 P75 P88 P92 P95 P94 P95 P94 P93 P93 P115 P115 P113 P114 P114 P113 P112 P111 P112 P111 P110 P259 P110 P109 P109 P54 P54 P55 P55 P56 P56 P60 P60 P61 P61 P116 P116 P117 P117 P118 P118 P119 P119 P120 P120 P121 P122 P123 P124 P124 P125 P126 P127 P128 P130 P130 P131 P131 P132 P132 P133 P133 P135 P135 P134 P134 P134 P113 P141 P141 P142 P142 P143 P143 P144 P144 P145 P145 P146 P146 P147 P147 P149 P153 P153 P136 P136 P137 P137 P138 P138 P139 P139 P140 P140 P164 P164 P165 P167 P165 P166 P166 P168 P167 P168 P169 P169 P170 P170 P170 P173 P171 P171 P172 P174 P173 P174 P175 P175 P177 P176 P176 P177 P178 P178 P179 P179 P180 P180 P181 P181 P184 P154 P155 P155 P155 P157 P156 P156 P157 P158 P158 P158 P159 P160 P161 P161 P162 P162 P246 P246 P245 P245 P244 P244 P242 P242 P241 P241 P252 P253 P253 P254 P254 P255 P255 P256 P256 P257 P257 P258 P258 P260 P259 P260 P261 P261 P248 P262 P248 P249 P248 P248 P251 P249 P250 P250 P251 Headwall Pond Base level 112.00m Pond Volume 2400m3 Headwall P3 P3 Emergency Link AA23 AA23 P129 P129 AA23 Grass crete Grass crete P16 AA23 AA23 PD49 AA23 9 17 P17 19 16 PD33 P17 P8 P16 P11 P11 P1 P1 4 PT37 P4 P4 P5 P18 PA411 P18 PT37 5 P5 P8 18 PT36 P12 P19 P19 43 42 P20 P20 P21 P22 P21 P23 P22 P23 P28 P25 P26 P27 P29 P30 P31 P32 P33 P33 P43 P43 P24 P24 AA23 AA23 P234 P234 240 PA30 243 PD49 P243 P243 AA31 AA31 PD48 P247 P247 PT36 B2 B2 PT36 PT36 PD48 B2 PT41 PD49 PD48 PA30 PA30 B2 PD49 PD48 PA21 PA21 AA31 B2 B2 PA30 PA30 61 69 78 79 80 81 89 91 97 98 104 105 106 107 108 AA31 AA31 AA31 AA31 AA31 AA31 AA23 AA23 AA23 AA23 PA411 PD33 PT37 PT37 PT37 P65 PT37 P32 P57 P59 P57 P62 P59 P58 P58 P62 P63 P63 P64 P64 P66 P65 P67 P66 P67 P69 P68 P68 P69 P70 P70 P76 P71 P71 P77 P77 P78 P78 P80 P79 P79 P80 P82 P81 P82 P83 P83 P84 P89 P85 P86 P86 P87 P87 P88 P89 P90 P91 P90 P91 P92 P96 P96 P98 P97 P97 P100 P99 P100 P106 P101 P101 P102 P102 P103 P103 P104 P105 P106 P107 P107 P108 P108 P112 P112 P148 P148 P152 P152 P163 P163 sub stn P76 P84 P85 denotes rights of access Pond Dismantled Railway Path (um) 81 188 PT36 PD49 234 PT36 153 151 149 150 152 154 155 156 176 180 177 183 178 179 181 182 186 184 185 192 187 189 190 191 193 194 195 196 197 198 199 200 236 245 246 247 PT36 PD49 PD49 PT41 PT41 PA411 PA411 PA411 PA411 PA411 PA411 PA411 B2 AA11 AA11 AA11 AA11 AA11 AA11 AA11 AA11 PA21 PA21 PA21 PA21 B2 235 PA30 PA30 237 B2 PA21 PA21 AA23 AA23 AA23 PT41 P155 P187 P149 P149 P151 P151 P153 P153 P136 P178 P178 P179 P179 P180 P180 P181 P181 P182 P182 P183 P183 P184 P184 P154 P154 P155 P155 P155 P157 P156 P156 P157 P158 P188 P188 P187 P186 P186 P185 P185 P197 P198 P197 P199 P198 P199 P200 P200 P189 P189 P190 V P191 P192 P193 P193 P194 V P195 P196 P238 P238 P237 P237 P236 P236 P240 P240 P239 P239 P235 P235 P234 P234 238 239 240 PA30 PA30 243 PT41 P150 P150 P247 P247 P152 P152 Pump Station PT41 PA21 PA21 PD49 AA31 AA31 AA31 PD33 PT36 PA30 PA30 PT41 AA23 AA23 AA31 AA31 PA411 PA411 PA30 PA30 AA23 AA31 AA23 AA23 PA21 PA21 PT41 PT42 209 208 207 206 201 202 203 204 205 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 P223 P223 P222 P222 P221 P220 P221 P220 P212 P212 P203 P203 P204 P204 P205 P205 PT37 PT37 PT42 PT37 PT42 PA411 P211 P210 FOOTPATH TO BE CONSTRUCTED TO BOUNDARY OF TW SITE, FUTURE CONNECTION TO BE MADE BY OTHERS 2.4 x 33m Vis Splay P219 P218 P217 P216 P215 P214 P213 P202 P201 P209 P208 P207 P206 P208 P207 P224 P225 P226 P227 P228 P229 P230 P231 P232 P233 FOOTPATH TO BE CONSTRUCTED TO BOUNDARY OF TW SITE, FUTURE CONNECTION TO BE MADE BY OTHERS P252 BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT BIN COLLECTION POINT 1800 Indicates 1800mm high Close Board Fence with Timber posts 1800 Fencing Legend (1:100 scale) Indicates 1800mm high English Garden Wall Bond The Contractor is to check and verify all building and site dimensions, levels and sewer invert levels at connection points before work starts. The Contractor is to comply in all respects with current Building Legislation, British Standard Specifications , Building Regulations, Construction (Design & Management) Regulations, Party Wall Act, etc. whether or not specifically stated on this drawing. This drawing must be read with and checked against any structural, geotechnical or other specialist documentation provided. This drawing is not intended to show details of foundations, ground conditions or ground contaminants. Each area of ground relied upon to support any structure depicted (including drainage) must be investigated by the Contractor. A suitable method of foundation should be provided allowing for existing ground conditions. Any suspect or fluid ground, contaminates on or within the ground, should be further investigated by a suitable expert. Any earthwork constructions shown indicate typical slopes for guidance only & should be further investigated by a suitable expert. Where existing trees are to be retained they should be subject to a full Arboricultural inspection for safety. All trees are to be planted so as to ensure they are a minimum of 5 metres from buildings and 3 metres from drainage and services. A suitable method of foundation is to be provided to accommodate the proposed tree planting. Geoff Perry Associates Limited do not accept any responsibility for any losses (financial or otherwise) to any Client or third party arising out of the Clients (be it Developer or Contractor but not limited thereto) non- compliance with afore mentioned provisos. c This drawing is the property of Geoff Perry Associates Limited and may not be copied or used for any purpose other than that for which it is supplied without the express written authority of Geoff Perry Associates Limited. Project: Title: Client: Drawn by: Checked by: Date: Scale: Job No. Drg No. Rev. Scale Check: The Shrubbery, 28 Erdington Road, Aldridge, Walsall, WS9 8UH t : 01922 744 900 e : [email protected] g Geoff Perry Associates Limited SHEET SIZE 841 x 594 mm Ä O OO O OO O OO OO OO OO OO O O O O O O O Ä Ä Ä Revisions: Description: Initials: Date: 18/08/2016 NGS MINOR AMENDMENTS A MEANS OF ENCLOSURE PLAN SAS AUGUST 2016 1:1250 @ A1 A 721 11 PLOUGH HILL, GALLEY COMMON, NUNEATON. TAYLOR WIMPEY WEST MIDLANDS J 5/10/2016 SAS UPDATED TO LATEST PLANNING LAYOUT B 30/10/2016 SAS UPDATED TO LATEST PLANNING LAYOUT C 21/11/2016 DJP UPDATED TO LATEST PLANNING LAYOUT D 09/03/2017 SAS UPDATED TO LATEST PLANNING LAYOUT E 13/03/2017 DRT UPDATED TO LATEST PLANNING LAYOUT F 13/03/2017 DRT UPDATED TO LATEST PLANNING LAYOUT G 15/03/2017 DRT UPDATED TO LATEST PLANNING LAYOUT H 15/03/2017 TG UPDATED TO LATEST PLANNING LAYOUT J

Dismantled Railway - Nuneaton and Bedworthapps.nuneatonandbedworth.gov.uk/BT_NBBC_Planning/planning/documents... · 127.126 126.723 126.522 126.290 126.038 125.697 125.535 125.252

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127.126

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6

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Ø

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Pond Volume 2400m3

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P20

P20

P21

P22

P21

P23

P22

P23

P28

P25P26 P27

P29P30 P31

P32P33 P33

P43P43

P24

P24

AA23 AA23

P234

P234

240

PA30

243

PD49

P243P243

AA31AA31

PD48

P247

P247

PT36

B2

B2

PT36

PT36

PD48

B2

PT41

PD49

PD48PA30PA30

B2

PD49PD48 PA21 PA21

AA31

B2B2

PA30

PA30

61

69

78 79 8081

89

91

9798

104105106107

108

AA31AA31

AA31 AA31AA31

AA31

AA23 AA23

AA23 AA23

PA411

PD33

PT37

PT37

PT37

P65

PT37

P32

P57

P59P57

P62

P59P58

P58 P62 P63 P63

P64P64

P66

P65

P67

P66

P67

P69

P68

P68

P69

P70

P70

P76

P71

P71

P77

P77

P78

P78

P80

P79

P79

P80

P82

P81

P82

P83

P83P84

P89

P85

P86 P86P87 P87 P88

P89

P90P91P90

P91

P92

P96 P96

P98

P97P97

P100

P99

P100

P106

P101P101P102P102

P103P103P104P105

P106

P107P107

P108

P108P112 P112

P148

P148

P152

P152

P163

P163

substn

P76

P84P85

denotes rightsof access

Pond

D

is

m

a

n

tle

d

R

a

ilw

a

y

P

a

th

(u

m

)

81

188

PT36

PD49

234

PT36

153

151

149

150

152

154

155

156

176

180

177

183

178

179

181

182

186

184

185

192

187

189

190

191

193

194

195

196

197

198

199

200

236

245

246

247

PT36

PD49

PD49

PT41

PT41

PA411

PA411

PA411

PA411

PA411

PA411

PA411

B2

AA11

AA11

AA11

AA11

AA11

AA11

AA11

AA11

PA21PA21

PA21

PA21

B2

235

PA30

PA30

237

B2

PA21

PA21

AA23AA23

AA23

PT41

P155

P187

P149

P149

P151

P151

P153

P153

P136

P178

P178

P179

P179

P180

P180

P181

P181

P182P182

P183P183

P184

P184

P154

P154

P155P155

P155

P157

P156P156

P157

P158

P188

P188

P187

P186

P186

P185

P185

P197

P198

P197

P199

P198

P199

P200

P200

P189P189

P190

V

P191

P192

P193P193

P194

V

P195

P196

P238P238

P237P237P236P236

P240P240

P239P239

P235P235

P234

P234

238

239

240

PA30PA30

243

PT41

P150

P150

P247

P247

P152

P152

Pum

p

Sta

tion

PT41

PA21

PA21

PD49

AA31AA31

AA31

PD33PT36

PA30PA30

PT41

AA23

AA23

AA31

AA31

PA411

PA411

PA30

PA30

AA23

AA31

AA23

AA23

PA21PA21

PT41

PT42

209

208

207

206

201

202

203204

205

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224225

226

227

228

229

230

231

232

233

P223

P223

P222

P222

P221

P220

P221

P220

P212

P212

P203P203

P204

P204P205 P205

PT37

PT37

PT42

PT37PT42

PA411P211

P210

FOOTPATH TO BE

CONSTRUCTED TO BOUNDARY

OF TW SITE, FUTURE

CONNECTION TO BE MADE BY

OTHERS

2.4 x 33m Vis Splay

P219

P218

P217

P216

P215

P214

P213

P202

P201

P209

P208

P207

P206

P208

P207

P224

P225

P226

P227

P228

P229

P230

P231

P232

P233

FOOTPATH TO BE

CONSTRUCTED TO BOUNDARY

OF TW SITE, FUTURE

CONNECTION TO BE MADE BY

OTHERS

P252

BIN COLLECTIONPOINT

BIN COLLECTIONPOINT

BIN COLLECTIONPOINT

BIN COLL

ECTIO

NPO

INT

BIN COLLECTION

POINT

BIN COLLECTIONPOINT

BIN

COLL

ECTI

ONPO

INT

BIN COLLECTIONPOINT

BIN COLLECTIONPOINT BIN

COLL

ECTI

ONPO

INT

BIN

COLL

ECTI

ONPO

INT

BIN COLLECTION

POINT

BIN

COLL

ECTI

ONPO

INT

BIN C

OLLE

CTIO

NPO

INT

BIN C

OLLE

CTIO

NPO

INT

BIN COLLECTION

POINT

18

00

Indicates 1800mm high Close Board

Fence with Timber posts

18

00

Fencing Legend (1:100 scale)

Indicates 1800mm high

English Garden Wall Bond

The Contractor is to check and verify all building and site dimensions, levels and sewer

invert levels at connection points before work starts. The Contractor is to comply in all

respects with current Building Legislation, British Standard Specifications , Building

Regulations, Construction (Design & Management) Regulations, Party Wall Act, etc.

whether or not specifically stated on this drawing. This drawing must be read with and

checked against any structural, geotechnical or other specialist documentation provided.

This drawing is not intended to show details of foundations, ground conditions or ground

contaminants. Each area of ground relied upon to support any structure depicted (including

drainage) must be investigated by the Contractor. A suitable method of foundation should

be provided allowing for existing ground conditions. Any suspect or fluid ground,

contaminates on or within the ground, should be further investigated by a suitable expert.

Any earthwork constructions shown indicate typical slopes for guidance only & should be

further investigated by a suitable expert.

Where existing trees are to be retained they should be subject to a full Arboricultural

inspection for safety. All trees are to be planted so as to ensure they are a minimum of 5

metres from buildings and 3 metres from drainage and services. A suitable method of

foundation is to be provided to accommodate the proposed tree planting.

Geoff Perry Associates Limited do not accept any responsibility for any losses (financial or

otherwise) to any Client or third party arising out of the Clients (be it Developer or

Contractor but not limited thereto) non- compliance with afore mentioned provisos.

c This drawing is the property of Geoff Perry Associates Limited and may not be copied or

used for any purpose other than that for which it is supplied without the express written

authority of Geoff Perry Associates Limited.

Project:

Title:

Client:

Drawn by: Checked by:

Date: Scale:

Job No. Drg No. Rev.

Scale Check:

The Shrubbery,

28 Erdington Road,Aldridge,

Walsall,

WS9 8UH

t : 01922 744 900

e : [email protected]

gGeoff PerryAssociates Limited

SHEET SIZE841 x 594 mm

Revisions: Description: Initials: Date:

18/08/2016NGSMINOR AMENDMENTSA

MEANS OF ENCLOSURE PLAN

SAS

AUGUST 2016 1:1250 @ A1

A 721 11

PLOUGH HILL,

GALLEY COMMON, NUNEATON.

TAYLOR WIMPEY

WEST MIDLANDS

J

5/10/2016SASUPDATED TO LATEST PLANNING LAYOUTB

30/10/2016SASUPDATED TO LATEST PLANNING LAYOUTC

21/11/2016DJPUPDATED TO LATEST PLANNING LAYOUTD

09/03/2017SASUPDATED TO LATEST PLANNING LAYOUTE

13/03/2017DRTUPDATED TO LATEST PLANNING LAYOUTF

13/03/2017DRTUPDATED TO LATEST PLANNING LAYOUTG

15/03/2017DRTUPDATED TO LATEST PLANNING LAYOUTH

15/03/2017TGUPDATED TO LATEST PLANNING LAYOUTJ