notes: all dimensions in metres. do not scale from drawing ... · detail location to be agreed with...

1
Level Difference Existing Proposed Chainage 54 55 56 57 58 59 60 61 62 53 52 51 50 2.28 VALVE CHAMBER ABOVE GROUND BELOW GROUND 2.40 PROPOSED GROUND LEVEL PROPOSED FENCLINE VALVE CHAMBER COVER WET WELL COVER RISING MAIN - DIAMETER AND MATERIAL TBC INCOMING GRAVITY FOUL SEWER ESTIMATED IL:53.8MAOD (TBC). 3.90 PROPOSED FENCLINE EMERGENCY OVERFLOW TANK PROVIDING A MINIMUM OF 1170m³ STORAGE WET WELL PROVIDING A MINIMUM OF 27.3m³ STORAGE 7.60 PROPOSED GALVANIZED STEEL DECORATIVE VENT STACK UP TO 7.6M HIGH WITH PROTECTIVE GRILL IN FOREGROUND. DETAIL LOCATION TO BE AGREED WITH IRISH WATER.DISPERSAL MODELING BASED AT 2m VENT STACK HEIGHT WITH BETTER DISPERSAL WITH A HIGHER VENT STACK WET KIOSK IN FOREGROUND CONTROL KIOSK IN FOREGROUND 21.70 6.20 4.60 2.00 OVERFLOW CHAMBER COVER PHASE 3 PHASE 2 PHASE 1 WET WELL VEHICLE ACCESS ROAD AROUND TANK VEHICLE ACCESS ROAD AROUND TANK DIMENSIONS OF BELOW GROUND STRUCTURE SUBJECT TO DETAILED CONSTRUCTION DRAWING CHANGE BELOW GROUND ABOVE GROUND GENERAL LOCATION/ARRANGEMENT OF ABOVE GROUND INFRASTRUCTURE Private Property Pumping Station Site Level Difference Existing Proposed Chainage 54 55 56 57 58 59 60 61 62 53 52 51 50 49 48 47 46 ABOVE GROUND BELOW GROUND PROPOSED GROUND LEVEL 6.5 PHASE 2 erge .5m Carriageway .5m Carriageway 5.7m Verge 2m Cycle Lane 2m Cycle Lane 2m Footpath 12m Heights Ardagh BALLINCROKIG Carrig Glen ALLINCOLLY LAHARDANE Glenbrook Sunmount BALLYVOLANE Designed: Scale: Job No: Drawn: Drawing No: Checked: Revision: Date: M.H.L & Associates Ltd. Consulting Engineers Client: Drawing Title: Project Title: Drawing Status: Rev By Date Description NOTES: All dimensions in metres. Do not scale from drawing. For any discrepancies found please consult with design office. This drawing should be read in conjunction with all contract drawings, documents and specifications. Key Plan

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Page 1: NOTES: All dimensions in metres. Do not scale from drawing ... · detail location to be agreed with irish water.dispersal modeling based at 2m vent stack height with better dispersal

Level Difference

Existing

Proposed

Chainage

54

55

56

57

58

59

60

61

62

53

52

51

50

2.28

VALVE

CHAMBER

AB

OV

E G

RO

UN

D

BE

LO

W G

RO

UN

D

2.40

PROPOSED GROUND LEVEL

PROPOSED

FENCLINE

VALVE CHAMBER

COVER

WET WELL

COVER

RISING MAIN - DIAMETER AND

MATERIAL TBC

INCOMING GRAVITY FOUL SEWER

ESTIMATED IL:53.8MAOD (TBC).

3.90

PROPOSED

FENCLINE

EMERGENCY OVERFLOW TANK

PROVIDING A MINIMUM OF 1170m³

STORAGE

WET WELL PROVIDING

A MINIMUM OF 27.3m³

STORAGE

7.60

PROPOSED GALVANIZED STEEL DECORATIVE VENT

STACK UP TO 7.6M HIGH WITH PROTECTIVE GRILL IN

FOREGROUND. DETAIL LOCATION TO BE AGREED WITH

IRISH WATER.DISPERSAL MODELING BASED AT 2m VENT

STACK HEIGHT WITH BETTER DISPERSAL WITH A

HIGHER VENT STACK

WET KIOSK IN

FOREGROUND

CONTROL KIOSK IN

FOREGROUND

21.70 6.20 4.60 2.00

OVERFLOW CHAMBER

COVER

PHASE 3 PHASE 2 PHASE 1

WET

WELL

VEHICLE ACCESS ROAD

AROUND TANK

VEHICLE ACCESS ROAD

AROUND TANK

DIMENSIONS OF BELOW

GROUND STRUCTURE SUBJECT

TO DETAILED CONSTRUCTION

DRAWING CHANGE

BE

LO

W G

RO

UN

D

AB

OV

E G

RO

UN

D

GENERAL LOCATION/ARRANGEMENT

OF ABOVE GROUND

INFRASTRUCTURE

Private PropertyPumping Station Site

Level Difference

Existing

Proposed

Chainage

54

55

56

57

58

59

60

61

62

53

52

51

50

49

48

47

46

AB

OV

E G

RO

UN

D

BE

LO

W G

RO

UN

D

PROPOSED GROUND LEVEL

6.5

PHASE 2

erge

.5m

Carriageway

.5m

Carriageway

5.7m Verge

2m

Cycle Lane

2m

Cycle Lane

2m

Footpath

12m

LS

MhMh

HBrookwood

LS

Mhs

LS

Mh

32

33

34

LS Mh 8

7

H

LS

LS

2

1

Mh

H

ES

LS

LS

44

43

LS

KIN

VA

RA

C

LO

SE

6768

9 10

110kv

13 14

HLS

Mh

Mh Mh

Mh

Mh

LS

Kinvara

KINVARA AVENUE

LS

25

24

Mhs

17 16

LS

Mh

LS

BM 57.78

2 1

23

24

58.0

16

15

15

LS

Mhs Mhs

LS H

LS

Mh Mh

H

LS 9

10

25

Mh

1326 14

H

KILMORNA HEIGHTS

H

Mhs

LS

Mh

LS Mhs

LS

8 6

3

12

LS

H

MhLS

Mh

Mh

96 97

8

7

LS

Mhs

LS LSH LS

B

A

L

L

IN

C

O

L

L

IE

Mhs LSMh

Mhs

Mh Mh

Mh 23

47

55.7

LS

46

24

LS

Mhs

Mhs

LS

R

O

A

D

1

110kv

LS

Mhs

Mhs

Mh

H

LS

Mh

54.8

LSMhs LS Mhs

135

LS

H 56Mh

117

120 122 Mhs

Mh

LS

Mhs

LS

1

3

2

Mhs

H

LS

H

H

ES

H

LSLS

4

0Mh

U

N

D

U

N

D

U

N

D

U

N

DMh

Mh

62LS

LS

101

H

108

Mh CFMh

LS

LS

Mh

LS

CWCWCWCW

1

3

Mhs

H

1

4

LS

LS

6

71

Mh

M

E

R

V

U

E

Mh H

LS

45LS

100 94 Mh 63

54.6

Mh

MhLSLS

LSH MhLS

Mhs

LSMhs

Mhs

Mhs

Mh

LS

52Mh

City

C

o B

dy

LS Mh

H Mh

LS

Mh LS

UNDUNDUNDUND

Mhs

LS

LS

LSLS LS LS

LS

(Catholic)

Courts

Church

Tennis

LS

LS

LSLS

School

LS

36

Mh

39 LS

H

Mhs

Mhs

LS

L

A

W

N

Mh

LS

2

5

Mhs

H

5

Mh

Mh

Mh

LS

Mhs

LS

U

N

D

U

N

D

U

N

D

U

N

D

C

ity

C

o

B

d

y

Mh

LS

Mhs

RO

AD

86

LS

Mhs

H

LS Mh

Mh

93

ME

RV

UE

C

RE

SC

EN

T

LS

H

Mh

LS

LS

Mh

H

Mhs

GLE

NT

HO

RN

M

EW

S

LS

GLE

NH

EIG

HT

S

Mhs

LS

113

149117

146

Mhs

118

LS

Mh

LS

Mh LS

36

35

LS

LS

LS

1

0

k

v

Mh

Mh

H

32

LS

LS

KINVARA

26

31

35

C

LO

S

E

LS

36

H

39

40

41

Mh

LS

LS

Mh

Mh

LS

Mhs

Mh

LS

48

45

65

LS

Mhs

47

46

66

H

H

Mhs

ES

LS

LS

60.3

110kv

1

1

0

k

v

126.40

FW

128.04

C

R

122.75

C

F

C

F

120.04

U

N

D

C

F

117.44

C

R

C

F

126.27

CR

CF

C

F

101.41

U

N

D

38Kv

38Kv

125.49

126.62

F

F

126.86

FF

U

N

D

C

F

125.56

88.55

88.84

87.75

1

1

0

K

v

83.53

80.48

83.28

Heights

Ardagh

88.30

91.51

BALLINCROKIG

90.66

CF

90.60

Carrig Glen

BALLINCOLLY

85.45

87.88

61.12

38Kv

CF

U

N

D

F

F

61.94

1

0

K

v

F

F

63.79

C

F

F

F

F

F

66.00

T

68.18

C

F

70.31

C

F

FF

CR

C

F

72.10

1

0

K

v

73.72

74.59

76.65

U

N

D

C

F

C

F

CF

LAHARDANE

114.99

C

R

Glenbrook

72.97

C

R

116.94

117.71

106.72

113.46

Pond

C

F

Sunmount

126.54

125.41

125.53

C

F

124.73

38Kv

110Kv

U

N

D

38Kv

123.90

120.45

C

F

BALLYVOLANE

F

F

C

F

99.00

101.42

R

a

t

h

c

o

o

n

e

y

R

o

a

d

99.14

C

R

95.08

99.00

1

0

K

v

100.74

C

R

100.51

R

a

t

h

c

o

o

n

e

y

R

o

a

d

C

F F

F

No.71

101.940

No.56

No.57

No.84

No.85

No.86

No.87

No.88

No.89

No.90

No.91

92.619

No.19

No.01

No.02

No.03

No.04

No.05

No.06

No.07

No.08

No.09

No.10

No.11

No.12

No.13

No.14

No.15

No.16

No.21

No.20

No.22

No.23

No.24

No.25

No.26

No.27

No.28

No.29

No.30

No.31

No.32

No.33

No.34

No.35

No.36

No.37

No.38

No.47

No.48

No.49

No.50

No.43

No.44

No.52

No.46

No.45

No.53

No.54

No.58

No.59

No.60

No.61

No.62

No.63

No.64

No.65

No.66

No.67

No.68

No.69

No.70

No.72

No.73

No.74

No.75

No.76

No.77

No.78

No.79

No.80

No.81

No.82

No.51

No.55

No.17

No.18

10

6A

7C1

3A3

3A3

7B1

6A

7C1

7B1

6B

7C1

3A3

3A3

3A3

3A3

3A3

3A3

5A1

5A1

3A3

3A3

3A3

3A3

3A3

3A3

3A3

1A

3A3

3A3

12A

7B1

6B

7C1

7B1

6A

7C1

3A3

3A3

3A3

3A3

3A3

5B1

5B1

1A

1A

3A3

5A1

5A1

5A1

5B1

5A1

3A3

3A3

3A3

3A3

3A3

1A

1A

3A3

No.83

3A3

3A3

7C1

6B

6B

7A1

7B1

3A3

3A3

3A3

3A3

1A

1A

12A

5B1

7C1

6B

6B

7A1

7B1

3A3

3A3

3A3

3A3

3A3

3A3

3A3

3A3

No.92

8.2

No.42

3A3

No.41

3A3

No.40

3A3

No.39

3A3

No.93

8C.2

N.P.A.

No.01

No.17

No.16

No.15

No.14

No.18

No.24 No.25 No.26 No.27

No.28

No.34 No.33 No.32 No.30 No.29

No.39 No.38 No.37 No.36

No.35

No.40 No.41

No.42

No.43

No.50

No.51 No.52

No.53

No.54

No.55

N

o.56

N

o

.5

8

No.67 - 75

N

o

.6

3

N

o

.6

4

N

o

.6

5

N

o

.6

6

N

o.44

N

o

.4

6

No.49

3A3

3A35B1

3A3 3A3

7B

6B

1A 3A3

1A

3A3

5A1

7C1

8.2

8A.2 8.2

1A 3A3

5A

1A 3A3

3

A

3

1A

3

A

3

3

A

3

3

A

3

3

A

3

1

4

.1

3A3 3A3

No.12

No.13

No.10

No.11

No.09

5B1

3A3

3A3

3A3 3A3

No.02

No.03

No.04

No.05 No.06 No.07 No.08

3A3 3A3

3A3 3A3

5B1

No.31

6B

3A3

3A3

3A3

3A3

3

A

3

3A3

3A3 3A3

3A3

3A4

3

A

3

3A

4

8

.2N

o

.5

7

3

A

3

3

A

3

3

A

3

N

o

.5

9

N

o

.6

0

N

o

.6

1

N

o

.6

2

5

A

1

3A3

3A3

5B1

3A3 3A3

No.22

No.21

No.20

No.19

No.23

N

o.45

3

A

3

N

o

.4

7

3

A

3

N

o

.4

85

B

1

B

in

S

to

re

78.150 F.F.L

77.300 F.F.L

73.450 F.F.L

72.300 F.F.L

78.700 F.F.L

78.400

79.040

79.690

80.330

80.970

81.620

82.260

89.331

82.900

83.544

84.187

84.830

85.480

86.120

86.760

88.890

88.010

87.400

76.600 F.F.L

77.100 F.F.L

77.500 F.F.L

76.950 F.F.L

75.068 F.F.L

76.250 F.F.L

74.250 F.F.L

76.000 F.F.L

79.000 F.F.L

79.750 F.F.L

80.500 F.F.L

78.000 F.F.L

78.650 F.F.L

79.000 F.F.L

79.000 F.F.L

78.000 F.F.L

77.300 F.F.L

78.600 F.F.L

76.200 F.F.L

75.200 F.F.L

76.700 F.F.L

74.850 F.F.L

74.100 F.F.L

73.850 F.F.L

73.000 F.F.L

73.000 F.F.L

74.600 F.F.L

75.600 F.F.L

74.100 F.F.L

73.450 F.F.L

75.200 F.F.L

75.950 F.F.L

76.700 F.F.L

77.800 F.F.L

72.870 F.F.L

No.23No.22

No.14

No.21

No.20

No.15

No.16No.17

No.8

No.9

No.10

No.11

No.12

No.13

No.6

No.5

No.4

No.3

No.2

No.1

1A

1A

1A

1A

1A

6B1

6000

No.7

8.2A

No.18

8B2

No.19

8.2

No.24

8A2

No.25

8.2

No.26

8.2

No.27

No.28

No.29

No.30

No.31

No.32

1A

No.33

14.1No.34

No.35

No.36

3A3No.37

3A3No.38

1A

No.39

No.40

No.41

No.42

No.43

No.44

No.45

No.46

No.47

No.48

1B

No.49

8.2

No.50

1B

No.51

No.52

No.53

No.54

No.55

No.56

No.57

1B

No.59

7C

No.60

7A

No.61

No.62

6B1

No.63

10A

No.58

8.1

3A3

3A3

3A3

3A3

3A3

3A3

3A3

3A3

3A3 3A3

3A3 3A3

3A3

14.1

3A3

3A3

3A3

3A3

3A3

3A3

3A3

3A3

1B

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

3A2

R

E

T

A

IN

IN

G

W

A

L

L

R

E

T

A

IN

IN

G

W

A

L

L

RE

TA

ININ

G W

ALL

R

E

T

A

IN

IN

G

W

A

L

L

Overhead cables

No.1 No.2

No.11

No.10

No.12

No.13

No.14

No.9

No.15

No.16

No.19

No.17

No.18

No.20

No.21

No.24

No.22

No.23

No.25

No.26

No.104

No.103

No.107

No.105

No.106

No.109

No.108

No.110

No.114

No.111

No.112

No.113

No.116

No.115

No.27

No.28

No.29

No.30

No.46

No.31

No.32

No.47

No.44

No.45

No.48

No.43

No.42

No.49

No.51

No.50

No.53

No.52

No.54

No.141

No.145

No.142

No.146

No.126

No.143

No.144

No.125

No.129

No.128

No.130

No.127

N

o.1

49

N

o.1

48

N

o.1

60

N

o.1

59

N

o.1

61

N

o.1

62

N

o.1

64

N

o.1

63

N

o.1

65

N

o.1

66

N

o.1

67

No.97

No.96

No.98

No.95

N

o.1

68

No.94

No.93

No.70

No.72

No.73

No.75

No.78

No.80

No.69

No.71

No.74

No.76

No.77

No.79

No.82

No.81

No.84

No.83

No.85

No.86

No.88

No.87

No.90

No.89

No.92

No.91

No.99

No.33

No.34

No.35

No.36

No.37

No.38

No.39

No.40

No.41

No.55

No.56

No.57

No.58

No.59

No.60

No.61

No.3 No.4 No.5 No.6 No.7 No.8

No.169 No.170 No.171

No.172

No.173

No.140 No.139

No.138

No.137

No.136

No.135

No.134

No.133

No.132

No.131

No.178 No.177

No.176

No.175

No.174

No.117

No.118

No.119

No.120

No.121

No.122

No.123

No.124

N

o.1

50

N

o.1

51

N

o.1

52

N

o.1

53

N

o.1

54

N

o.1

55

N

o.1

56

N

o.1

57

N

o.1

58

128.979

129.316

128.742

1C 3A1 3B4 3B4 3B4 3B4 3A1 1C

3B4

3B4

7C

6A

6B

7A

7B

8.3

10C

7A

6A

7A

6A

10C

12C

3B4

3B4

3B4

3B4

3A1

1C

7B

7A

6B

6B

7A

7C

3B4

3B4

6A

6A

7B

7C

7D

7A

6A

6A

7C

6A

6A

10C

7B

4CD1

4EF1

4CD1

8.3

8.3

4CD1

4CD1

1C

3A1

3A1

1C

8.3

6A

6A

7E

10C

10C

7A

6A

6A

6A

7A

6A 6A

7E

10C

6A

7A

7B

7D

7C

6A

6A

6B

6A

7A

7A

7A

7A

7B

7B

7C

7C

3B4

3B4

3B4

3B4

3A1

1C

8.3

8.3

8.3

8A.3

8.3

13B4

3B4

3B4

3B4

3B4

3B4

3B4

6A

6A

6A

7A

10C

6A

7C

7C

7A

7B

1C

3A1

3B4

3B4

3B3

3B3

3B3

3B3

3B3

3B3

3B4

3B4

3B4

3B4

3B4

3B4

3B4

11A4

11B4

3B4

3B4

3B4

3B4

3B4

3B4

3B4

3B4

3B4

5A1

8.3

No.62

No.63

No.64

No.65

No.66

No.67

No.68

No.100

No.101

No.2

N

o.1

47

8A.3

3B4

7B

6A

6A

7A

7A

10C

4EF1

4EF1

4EF1

4EF1

4EF1

4EF1

4EF1

N

o.33

N

o.32

N

o.31

N

o.30

N

o.29

N

o.28

N

o.27

N

o.26

N

o.25

N

o.24

N

o.23

N

o

.2

2

N

o.21

N

o.20

No.14

No.15

No.16

N

o.17

N

o.18

N

o.19

N

o.47

N

o.48

N

o.49

N

o.50

N

o

.5

1

N

o.52

N

o.62

N

o.63

N

o.64

N

o.65

N

o

.6

6

N

o.67

N

o.41

N

o.40

N

o.39

N

o.38

No.167

No.169

No.174 No.175

No.176

No.177No.178

No.207

No.201

No.200

No.199

No.198No.217

No.216

No.215

No.214

No.208

N

o.34

No.35

No.36

N

o.53

N

o.45

N

o.46

N

o.43

N

o.44

N

o.42

No.168

No.127

No.126

No.125

No.124

No.122

No.106

No.107

No.108

No.118

No.119

No.120

No.121

No.105

No.114

No.115

No.116No.117

No.54 No.55

No.56

No.57

No.58

No.59

No.60

N

o.61

No.77-102

No.104

No.37

No.103

No.113 No.112 No.111No.110

No.109

No.166

No.179

No.180

No.181

No.182

No.183

No.184

No.218 No.197

No.157

No.158

No.159

No.160

No.161

No.130 No.131 No.132 No.133 No.134 No.135 No.136

No.141

No.140

No.139

No.138

No.137

No.13

N

o

.1

N

o.3

N

o

.2

N

o.4

N

o

.5

N

o

.7

N

o

.1

0

N

o

.1

2

N

o.6

N

o.8

N

o.9

N

o.11

N

o.74

N

o.72

N

o.75

N

o.73

N

o.71

N

o.69

N

o.68

N

o.70

N.P.A.

N.P.A.

APARTMENT

BLOCK N2

C

R

EC

H

E

COMMUNITY

CENTRE

Ground Floor

Retail

First Floor

Doctor Surgery

8.1

5A2

5A2

5A2

10C 7A

6A

6A 7C

10C

7A 7A

6A

6B 7B

10C

7A

6A

6A

7B

8.3

10C

7A

6A

6A

7C

8.3

3B4

3B4

3B4

3B4

6A

6A

7B

7C

7A

1C 3A4 3B4 3B4 3B4 3A4 12C

3A2

3A2

3A2

3A2

8.1 8.1

3B4

3B4

3B4

3B4

6A

6A

6A7B 7A 7C 7C7B

3

A

1

1

C

3

B

4

3

B

4

3

A

1

1

C

3

B

4

3

B

4

3

B

4

3

B

4

3B4

3B4

8.3

8.3

3

A

1

3A

2

3

A

1

3

A

2

3

A

1

3

A

2

3

A

1

3

A

2

3

A

1

3

A

2

5A4

3B43B4

3

B

4

3

B

4

3

B

4

3

B

4

3

B

4

3

B

4

7

C

6

A

6

A

1

0

C

8

.3

1

C

7

C

6

A

6

A

7

A

7

B

7

A

6

A

6

A

7

B

7

C

3

A

1

6B

6B

7C

7A

7B

6A

6A

7A

7C

7A

10D

8.1

No.128

No.129

No.143No.145No.147No.149No.151No.153No.155

No.142No.144No.146No.148No.150No.152No.154

4E/F

No.156

4C/D

No.163

1D

No.162

3A4

No.165

3A4

No.164

1D

No.187

10C

No.186

6A

No.185

7C

No.188

10C.1

No.189

6A

No.190

7B

No.196

1C

No.195

3A1

No.194

3B4

No.193

3B4

No.192

3A1

No.191

1C

No.202

7B

No.203

7A

No.204

6A

No.205

6A

No.206

7C

No.213

7C

No.212

7A

No.211

6B

No.210

6B

No.209

7B

8.1

8.1

4

E

/F

4

C

/D

4

E

/F

4

C

/D

4

C

/D

4

E

/F

4

C

/D

4

C

/D

4

E

/F

4

E

/F

4

C

/D

4

C

/D

4

C

/D

4

E

/F

4

E

/F

4

C

/D

4

C

/D

4

C

/D

4

C

/D

4

E

/F

No.170

No.171

No.172

No.173

5A4

5A4

5A4

5A4

No.123

Footpath

Gate

Footpath

Footpath

Footpath

4C/D4E/F 4E/F 4E/F 4E/F 4E/F

4E/F4C/D 4C/D4E/F 4E/F 4E/F 4E/F 4E/F

4E/F

A016

PH3

PH2

PH1

55.3m

6000

6000

29.3m

BUS

BUS

S

T

O

P

S

T

O

P

C

C

STOP

B

B

A

C

C

A

Designed:

Scale:

Job No:

Drawn:

Drawing No:

Checked:

Revision:

Date:

M.H.L & Associates Ltd.

Consulting Engineers

Client:

Drawing Title:

Project Title:

Drawing Status:

Rev By Date Description

NOTES:

All dimensions in metres.

Do not scale from drawing.

For any discrepancies found please consult with design office.

This drawing should be read in conjunction with all contract

drawings, documents and specifications.

Key Plan