Rivenwood Phase 3 Proposal

Proposed Site Layout (ii) Left Hand Side The changes proposed include the following: - • The Left-Hand Side of the Distributor Road is very closely aligned to the CMP (as shown at Figure 3) on board 0-4; • A new linear area of Open Space has been proposed adjacent to the Neighbourhood Centre; and • Dwellings proposed around the Neighbourhood Centre have been orientated to ensure they front onto same. The Layout Proposed to the Left-Hand Side of the distributor road can be seen at Figure 7.

2

58 53

57 98

51 62 5 62

55

51 23

54 80

56 29

60

22

52

53 31

54 71

52 77

49 98

49 85

55 32

T15

21

49 70

55 00

55 06

50 32

49 95

54 99

50 91

52 94

g67

T14

55

18

T17a

55

51 33

52 25

49 79

49 80

g45

DITCH

54 68

49 75

54 84

54 40

61 51

61

49 89

61 30

53 53

20

50 17

54 95

TP

51 53

50 68

52 07

60 93

52 42

49 67

3

56

T12a

54

59 90

g67

52 53

50 00

52 44

54.931

49 55

58 39

T15

55 27

g45

17

53 97

50 67

50 08

49 47

g67

49 67

57 22

59

50 74

55

49 99

51 92

51 18

53 25

56 02

55 93

49 82

56

51

61 37

T14

48

53 26

T17

26

49 28

49 72

55 51

55 45

49 62

12

50 17

89

55 29

54 88

56

56

51 94

55

T14

58

55 44

T14

55 10

90

53

56 30

50 57

g67

53 21

T10 T10

16

50 96

60m

56 03

[83]

55 10

49 72

T16a

54 34

52

49 80

49 66

g67

52 40

51 80

55 93

53 77

51 96

g45

49 98

49 47

52 33

49 80

49 86

61 35

49 22

50 94

50

60 62

13

57

49 59

g67

50 24

52 58

59 64 59.70

54 21

49 66

T14

2

88

T17

T12

49 46

91

53 44

58 60

56

59.00

49 49

51 06

T10 T10

57 21

49 59

50 06

14

51 22

g67

g67

55 82

53 99

55 62

60

55 75

49 44

49 83

58.30

T16

51 49

52 21

55 46

54 32

15

49 74

97

55 32

51 20

g67

RH

98

59.70

7%gradient

50 44

56 00

55 35

T9

53 48

49 30

51 76

3

49 62

57.60

49 49

55 68

56 01

54 16

55 80

52

54

61 23

[153]

T14a

87

96

g45

51

56

49 09

56

10

110a

49 52

T9

48 78

56.90

11

60 51

86

49 86

ROAD

54 77

g67

55 11

57.40

0.3m retainingwall

49 36

61

T15

g67

51 87

T9

59 39

altwindow

0.9m retainingwall

56 04

49 47

49 28

49 01

49 27

49 50

g67

61 22

61 01

g45

51 42

59.50

50 10

57.80

58 07

T10 T10

T9

49 23 9

T20

55

T12

9

92

4

60 72

50 46

61 40

54 93

53 76

95

50 28

49 07

51

56 40

61 52

50 31

FENCE

49 13

ROAD

49 18

60 42

58.30

56 15 94

61 18

56 23

49 34

56

55 44

49 60

47

59 90

T17

61.18

55 95

56.079

48 66

99

55 97

51 93

55 36

56 30

59

8

g67

93

EP

T11 T11

58.00

85

7

61 46

T12

60 49

55 74

g67

59 55 59.55

49.52

g67 g67

T12

6

48 75

59 10

4

60.5

49 25

84

IS

T17

48 95

49

73

55 68

49 20

53 42

g67

48 75

61 51

54

O/HELECTRICWIRES

48 83

60

59 54

DITCH

55 76

50 04

50 05

56

5

T9 T9

g67

48 43

55

58 64 58.64

58 28

58

56 53

61 39

51 20

T14

54 05

55 74

59.00

48 52

56 20

54 85

g67

49 11

49 38

50 24

g67

61 28

56 57

55 63

50

49 15

55 03

56 18

T14

56

57 66

50

49 50

53 47

58 51

57 82

74

56 41 g67

83

57

58.80

58.00

g67

51

T15

56 14

g67

P.L.=59.19

LASTMH IL55.2

g67

48 97

53 79

56 78

56 04

P.L.=58.98

R 8000

59 60

ROAD

48 52

49 21

50 96

273-Ra

47

g67g67

g67g67

g67g67

4800 4

T11 T11

62

54 48

56 55

57 76

53 50

g67

58.450

275-Qa

49 00

61 20

55 88

48 02

75

54 66

49 93

56.652

57 24

58

56 84

54 84

48 83

57 59

5

274-Qa

55 23

54.47

49 71

48.37

56 93

55 99

IS

IS

48 85

55 62

61 05

g67

P.L.=58.606

57

49 59

56 68

58 64

47 97

56 61

56 66

81 82

79 80

54.20

61 14

77 78

76

57.00

278-Qa

61

61

IS

T14

56 69

47 81

57 47

57 24

51 95

277-Qa

57

4800

58.800

53 15

107

55 97

T10 T10

58.300

56 72

T10

T10

T11 T11

T11 T11

57 52

279-P

56

57 88

60.50

NS43ZONEDOPENSPACE ABOVE60MCONTOUR

58.698

57 37

56 35

59.0

P.L.=58.45

56 29

52 36

48 55

56 09

48 83

48 41

48 12

280-P

57 14

56.934

57 25

48 28

EP

LANE

49 34

56.934

57 46

58.545

DRINKER

56 66

57 63

52 45

60 66

49 70

57 23

59.9

53 95

57 T10 T10

48.83

58.852

49 36

47 80

57.385

57 65

56 08

47 82

IS

106

57 21

55 66

54 67

54 94

105

47 87

57 34

55 98

58.347

55

56 33

56 63

57 48

47 91

59 10

52 96

56 60

272-S

51 74

g67

P.L.=57.412

FF

58.141

56 68

57 05

58.0

P.L.=59.06

g67a

57 59

48

g67

WALL

47 83

53

58.855

49

47 77

57 92

47 71

281-R

61 01

58.60

276-Sa

47 72

54

57 66

47 73

103

FENCE

51

47 79

57 00 104

48 05

FENCE

T9 T9 T9 T9 102

50

56

57.934

FENCE

52

49 30

57.117

FENCE

57 39

57 00

DITCH

48 75

09

57 44

48 13

49 58

54 41

53 75

53 00

54 60

WALL

57 74

57 31

P.L.=58.642

50 46

57 92

51 92

55 30

FENCE

52 52

56 08

57 14

55 62

56 65

57 91

FENCE

59

FENCE

T14 T14

g67

57 78

49 87

51 18

DRINKER

FENCE

LANE

g67

FENCE

Spreads

48

52 03

48

56

22

DITCH

g45

57 48

54 92

54

57 49

55 34

47 69

57 11

58.807

48 54

54 84

92

101

47 82

55 76

LANE

57 35

56 30

57 73

108

49 19 Issues

57.727

FENCE

51

FENCE

52

58 09

g67 g67

54 30

53 82

55 65

109

57 19

56 79

56 14

52 75

54 89

57 51

54 89

P.L.=58.73

50

59 43

350950.00

351000.00

351050.00

351100.00

351150.00

351200.00

351250.00

351300.00

351350.00

351400.00

351450.00

57 64

57 99

P.L.=57.92

271-Qa

263-S

57.7

ROCKS 110

g45 g45

58

27

57 96

58

7

57 47

58.710

27

282-R

51 95

47

57.167

57 54

47 67

FENCE

P.L.=58.846

60.5

82

57.620

60

58.546

58 13

T11 T11

52 83

270-Qa

58.246

57 05

48 92

57.300

283-V

49 45

57 88

53 76

57 37

57.460

54 31

49

57 58

111

100

57 61

58 21

FENCE

50 61

58.562

58

284-V

55 97

56 02

56 81

58 26 g45 g45

57.160

99

112

47

54 84

P.L.=58.45

57 03

T14

66

P.L.=57.31

47 89

51 86

57

57.084

11

285-V

57 03

54 96

g67

58.364

T11 T11

60

269-Q

262-Sa

private drive

56 87

CS

52 68

57 90

286-V

58 75

P.L.=58.893

49 41

g67

47.81

57 39

268-Q

IS

58.118

49 24

53 72

49 87

47 70

50 81

113

58.593

57 58

58.250

54 23

T14a

57.750

47 61

2.5-3.0mTREEVERGE

57 62

58.500

51 84

83

T14

59.7

114

56

0.75m retainingwall

54 66

47

g67

g67

89

DITCH

58.000

56 65

57.855

56.867

122

FENCE

261-P

g67

0.5m retainingwall

P.L.=58.16

52 24

T9 T9

58 23

55 45

47

g67

56 07 6

82

57.000

118 119

53

56 75

P.L.=58.16

121

56 98 57

54 67

53 03

58.250

57.500

123

49 27

46

260-P

375150.00

g67 g67

267-S

85

64.19 57.750

59 51

53 68

55

47

115

IS

287-T

64

57 21

58 27 g67 g67

49 62

57.592

56 85

59

56 03

P.L.=57.14

T10 T10

57 11

g67

57.310

58 34

47 79

54 13

47 87

52

51

266-Sa

T14a

117

FENCE

54 65

57 81

T11 T11

56.562

116

56.850

50 44

P.L.=57.61

P.L.=57.600

54

0.9m retainingwall

59 41

47

58

57.330

56 33

50

56.600

72

56.300

120

57.210

49 02

47 66

58

55 90

124

FENCE

259-R

56.300

59 44

T11 T11

58 14

56 70

57

54 92

49 51

265-P

51 89

T14

47

57.000

55 21

g67

DITCH

71

57.150

57.401

56

56 77

56.300

g67

P.L.=56.422

57 06

57.300

FENCE

DITCH

57.067

58 96

46

54 60

58 17

66

52 94

49 99

56.650

264-P

57.638

182

58

56.255

55 69

56 13

T14a

57 13

49

55 57

58 02

OIL TANK

48 84

47

T9 T9 T9 T9 184 185

183

75

125

water supply

47 98

FENCE

49.36

56

57.746

47 71

IS

53 84

56.805

T10 T10

51 16

126

181

59

59

g67

FENCE

57 75

46

GARAGE

73

g67

56 61

g67 g67

55 84

57 06 T11 T11

DITCH

54 70

56 85

DITCH

49 09

57

P.L.=57.21

57.701

54 37

56.542

52 24

58.09

IS 5

95

256-S

55.977

g67

54 45

g67

55 39

2

54.14

180

58 72

12

48 33

1

IS

127

57 47

55 49

FENCE

58 52

57 29

49 70

56.279

179

53 88

55 77

58 01

56 52

57.506

56

55 53

T11 T11

47 78

186

g67

57 06

P.L.=57.07m

g67

53

56 02

51 57

56 64

54 06

g67

375100.00

g67

55

47

g67

56 73

FENCE

20

57

54 64

130

187

g67

257-T

57 86

T11 T11

7

178

58

48 52

54 55

51

54

T12a

55.878

55 82

189

258-R

48 22

g67

52 13

56 06

188

52

56 08

177

54 49

5

58 28

P.L.=57.07m

g67

129

T11 T11

T12

58 00

T14

55 28

g67 g67

56 80

56

g67

55 08

48 98

DRINKER

128

57 49

56

52 70

FENCE

55 64

57

56 29

56 97

57 07

T14

56 96

50

g67

56 35

56 78

48 26

P.L.=57.198

165

g67

57

164

56 46

176

51 25

55.978

163

54 76

g67

T10 T10

255-Ra

53 67

g67

56.00

54 70

56 29 T9 T9 T9 T9 175

57 18

g67

56 70

T10 T10

56 50

g67

48 57

55 88

166

49

57 33

55 70

51 85

57 00

254-P

55 47

2 2

167

56.00

174

2

54 49

57

57.02

2.5-3.0mTREEVERGE

55 80

253-P

57 37

57 80

57 25

50 06

50 01 49 36

56

55.40

T12a

133-P

49.71

57 13

No.58 8 58

g67 g67

P.L.=56.427

50 28

g67 g67

T14

56 44

55 24

57 26

52 45

56 49

FENCE

57 02

56.171

56 19

54 80

49.89

49.95

132-P

49.72

55 74

57

162

private drive

51 19

54 87

53 56

131

EARLSWOOD DRIVE ARLSWOO DRIVE

WALL

55 68

WM

GARDEN 49.90

P.L.=55.75m

DRIVE

132

50.00

50 15

161

57

173

GRAVEL

49.75

57 34

WM

51 91

56 14

54 02

KERB

56 44

No.87

55.40

50 36

87

49.85

49.93

56

172

FENCE

MH

49.85

87

55 98

56 92

49.97

g67

g67

CL=50.06 IL=49.05

49.94

56

56 06

BT

49.90

KERB 50.06 MH0.08 49.67

168

49.74

56 g67

53

50 16

50.05

57

56 36

49.99

57 30

55 25

375050.00

49.66

52 68

55 62 T10 T10 T9 T9 T9 T9 159 160 56 78

50 11

50 47

6

55

55 64

MH

LP

50 22

<

LP

6

50 76

MH

56

54 70

49.73

CL49.66

49.79

G

DRIVE

56.364

54

g67

<

T14

GG

55

P.L.=56.442

56 89

IS

MH

g67

50.17

55 90

54 85

MH

CL49.67

49.67

56 19

56 28

T11 T11

576

54 72

CL=50.08 IL=48.88

55 78

54 94

56

55 02

54 10

g67

1

T12a

56.00

1.5mmargin for treesbehind sight lines

56 34

56 80

171

133

9

55.10

FL55.25 P.L.=55.25m

50 13 FENCE

MH 50.14 50.03 MH KERB

150ØSTORM 49.68

9

150ØFOUL

T9

54 25

55 81

MH 50.14 MH

50.04

ROAD 49.74

56 24

50 10

131-T

56 38

252-P

FOOTPATH

54 39

56 29

T9

ROAD

FENCE

g67 g67

50 40 WM WM WMWMWM

55 08

3

170

55

g67

49.71

T12

56 31

56

55 33

134

KENSINGTONPARK NSINGTON PARK 1

54 84

55.00

56 76

53.90

T10

54 19

56.549

158

54 60

169

135

56 75

T10

56 15

54.74

55

55 90

54 75

54 55

57 65

55 47

56 96

55 08

54 96

T14

CONC

138

55 26

56 53

54 91

g67

157

56 82

136 137

T9

GTL57.03

g67

54.10

139

130-T

56 86

T9

FENCE

55 24

RUIN

12 12

YARD

54 34

57

GRAVEL

FL54.25 P.L.=54.25m

53 41

56 93

T9

57.68 .8

53 65

53.90

54.73

IS

g67

T9

GTL57.03

g67

56 34

56.632

SS

53 94

RL59.40

55 28

156

ESS

0

54.41

RL56.93

54.000

17

T10

140

50

57

6000

15

57 78

FENCE

FL53.89

155

GTL57.28

54 94

0.45m retainingwall 54.200

FL53.06

4800

56 03

FL53.10

57 40 T10

FL54.38

57 53

110d RL59.30

141

54 94 g67

RL59.31

FL53.06

54.350

56 24

56 09

56

55 06

55 66

56 36

FL54.59

RL60.11

FENCE

g67

RL60.11

54

54.650

7200

FL54.38

129-T

55

GTL56.92

54.75

RL57.63

g67

55

T14b

P.L.=55.00m

54.50

RL55.67

g67

RL60.29

142

GTL57.26

53 16

56 62

53 74

53 64

375000.00

55 69

55 67

143

55 13 55 21

53 01

S\WIRE

T14

56 11

53 15

54 11

11

56

RL60.01

57 44

56 33

56 62

56

110b

CL52.82 MH

g67g67

53

56.098

N B R O O K D R I V E

GTL55.47

CL52.82

GTL59.41

2

WALL

CL52.89 MH

55 73

RL61.54

22

55 85

54

RL62.58

154

RL57.85

RL61.53

56

GTL60.44

55.698

FL53.22

GTL56.84

52.87 52.87

55 84

52 90

GTL55.47

55 14 55 35 54.91

56 74

56

RL62.56

56

52.76

52.92

57

g45

55 68

1

128-P

FL54.74

T11 T11

g67b

1

54.25

g67

FL54.74

52.77 52.77

55.299

P.L.=54.80m

55 48

RL61.91

WALL

CR ESC EN T

56 93

WALL

R E S C E N T

56 80

127-P

RL62.25

110 110

53 95

GTL59.82

134-S

RL60.02

55 47

52.59

FL55.44

52.74

52 67

P.L.=56.154

153

55.38

RL62.23

GTL57.47

Tank

52.67 52.67

GTL59.88

55 59

O/HELECTRICWIRES

GTL59.83

54.907

1.2MRETAININGWALLWITH1.8MTIMBERFENCE

55 53

55

54.00

T10

145

52 40

56 34

g67

52 25

144

g67g67

T10

52.61

55 98

110c

G52.55 52.66

75

CL52.61

55 45

WALL

5

55.850

5

55 52

75

MH

CL52.61

FL52.95

MH

51

CL52.63

75

55 32

126-P

55.59

54.644

52.79

52.68

RL58.84

55 40

52 32

52.58

8

T14

56 29

RL59.04

GTL56.71

P.L.=54.997

P.L.=54.80m

FL52.95

54 14

55 96

FENCE

RL57.35

FENCE

8

GTL55.20

52.75

151

52.60

152

2

52.49

52.63

125-P

55 32 135-Sb

52.54

53.75

55 44

56

T14

54.524

P.L.=55.5m

2

55.10

51

FENCE

52 16

11

0

55 90

63

30

52.50 52.65 52.65 52.70 53.50 52.52 52.50 MH CL52.47

52.56

10

55 71

52.50

55 74

G52.50

52.61

374950.00

146

57.17

55 24

55 48

T11 T11

147-Ra

52.52

FENCE

P.L.=54.66

55.22

CL57.08 MH

54 98

57.33

57.28

136-R

54.423

55.55

CL57.16 MH

124-P

53

CLOVERHILL CRESCENT

1 3

ED EN VA L E D E N V A L E

3

STREAM

57.51

52 78 P.L.=54.2m FL54.20

GFL54.04 52.39 52.41 52.43 52.53 52.54

2

53.75

147

1 1 3

55 96

8

54 78

2 2

T11 T11

123-P

148

ROAD

56

g67

54

56 146-S

CL56.54 MH

55 38

CL57.68 MH

CL57.68 MH

52 41 52.47

ALANBROOK CRES

57.63

P.L.=54.66

55 22

55.10

CL56.89 MH

1

57.87

55.30

54.321

52 32

P.L.=55.90

55 77

55.00

52.76

52.62

10

137-Ra

55.02

57.88

57.83

CL55.04 MH

R/WALL

52.84

52.71

g67

55 2355 24

52.82

149

FENCE

7

52.68

54 95

g67

MH

CL52.42

CL52.42

54.70

58.17

54 36

55.55

55.75

3

51

150

1.2MRETAININGWALLWITH1.8MTIMBERFENCE

52.54

76

52 82

52.67

55 T14

52 49

54.66

52.45

122-Sa

52.57

58.31

CL52.70 MH

ENTRANCE

REVISION A: 15 09 2020 scope of detailed layout extended

REVISION B: 18 09 2020 scope reduced to 189 houses, sites renumbered

54.220

58.31

55 27

53.74

CRESCENT

54.04

1

Issues

55

55

1

g67

54.96

P.L.=54.39

P.L.=54.34m

2 2

48 Rivenwood Phase 3 SITE LAYOUT SOUTHERN PART scale 1:500@A0 date: 11 06 2020 drawing number 1136-p04

S T R A T H E D E N H E I G H T S

IainStewartLtdArchitect

0

58.62

g67

FENCE

20

138-Qa

54 35

M A N D E V I L L E A V E N U E

54 79

DEANWOOD CRES 2 EANWOOD CRES 22

54 20

54 67

55

54.25

RL60.44

EP

54.119

CL54.78 MH

139-Qa

63 Clifton Road Bangor CoDown BT20 5HY t:07980 264318 e: iain@iainstewart-architect.com

6

54

6

145-V1

11

8

11

54.00

54.00

51

55 21

FL54.29

12

76

FENCE

54.94

53 74

54 84

144-V3

53 75

73

54.60

54.017

CL54.29 MH

P.L.=54.954

54.80

CL54.32 MH

28

FL54.30

10

4 4

53 83

0

54.27

7

54.45

1

54.00

9

143-V2

OLD FO RGE A VENU E

121-Sa

2

Figure 7 – Proposed Layout - Left Hand Side of the Distributor Road Through positive Pre-Application Discussions (PAD) with the Council, the alternative design rationale set out above and that detailed for the right hand side of the ditributor road on board 7, have been considered acceptable in principle.

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