INSET A - Hampshire 1ii E… · MK MK WB GP SC SC MK GV GV Pipe Pipe 0.52m dia Concrete 21.76 21.83...

1
BOTLEY BYPASS CONTINUATION AT A LATER DATE DEVELOPMENT ROAD CONTINUATION AT A LATER DATE © CROWN COPYRIGHT AND DATABASE RIGHTS 2018 ORDNANCE SURVEY 100019180 100 0 5 10 20 30 40 50 HAMPSHIRE COUNTY COUNCIL ECONOMY, TRANSPORT AND ENVIRONMENT DEPARTMENT STRATEGIC TRANSPORT HGN NOTES 1. DO NOT SCALE FROM THIS DRAWING. 2. ALL DIMENSIONS IN METRES UNLESS OTHERWISE STATED. 3. DETAILED DESIGN / LAYOUT IS BASED ON TOPOGRAPHICAL SURVEY CARRIED OUT / SUPPLIED BY HCC SURVEY TEAM. 4. ANY PROPOSED ROAD MARKINGS SHOWN ARE FOR INDICATIVE PURPOSES ONLY. HE DR S2 P 0 ECH STUART JARVIS BSc DipTP FCIHT MRTPI: DIRECTOR OF ECONOMY, TRANSPORT & ENVIRONMENT 1 2 3 4 6 7 8 5 1 2 3 4 5 6 7 8 INSET A HCC CAD FILE: K:\Eng\Roads\Schemes\CJ008882 Botley Bypass & Uplands Farm\BIM\01-WIP\01-Highways\03-Drawings\02-General (HGN)\CJ008882-ECH-HGN-13317040-DR-HE-0100 GENERAL ARRANGEMENT LOCATION PLAN.dwg HCC CAD PLOT: 03/10/2019 11:11:42 DRAWING TITLE DRAWING NUMBER REV SCALE @ A1 DATE SHEET NUMBER SCHEME APPROVED CHECKED CAD DESIGNER CONSULTANT CLIENT JOB No. SUIT - - - - - - UPLANDS DEVELOPMENT INFRASTRUCTURE GENERAL ARRANGEMENT LOCATION PLAN C.J008882.01 ARW SW NAM NAM CKM CKM 1:2500 25.04.2019 1 OF 1 CJ008882 13317040 0100 2 WOODHOUSE LANE A334 HOLMESLAND LANE B3354 WINCHESTER STREET B3354 WINCHESTER ROAD BOTLEY SUIT REV AMENDMENTS DATE CAD CHKD APPD S2 P01 FIT FOR INFORMATION 25.04.2019 SW NAM CKM S2 P02 VARIOUS MINOR UPDATES, INCLUDING DRAINAGE PONDS AND SWALES 12.07.2019 SW

Transcript of INSET A - Hampshire 1ii E… · MK MK WB GP SC SC MK GV GV Pipe Pipe 0.52m dia Concrete 21.76 21.83...

Page 1: INSET A - Hampshire 1ii E… · MK MK WB GP SC SC MK GV GV Pipe Pipe 0.52m dia Concrete 21.76 21.83 GA 21.89 21.96 19.53 19.49 19.47 19.48 19.47 19.49 19.52 19.56 19.51 19.56 19.47

WS01

MK

MK

MK

BP

MK

TH

TH

BP

17.39

17.34

17.22

17.03

16.89

16.75

16.62

16.54

16.61

16.66

16.80

16.88

16.99

17.19

17.38

SC

TH

17.15

17.18

17.19

17.16

17.14

17.14

17.14

17.14

17.13

17.13

17.18

17.21

17.19

17.18

17.20

17.18

17.18

17.18

17.21

17.22

17.20

17.17

16.79

16.76

16.80

16.82

WM

WM

WM

DP

RP

RP

RP

WM

DP

WE

16.67

16.71

PI IL 16.55 (150mm Plastic)

Cover Lev 17.242

MH

GV

GV

GV

GV

GV

PI IL 16.46 (450mm Plastic)

PI IL 16.68 (225mm Plastic)

PI IL 15.92 (225mm Concrete)

PI IL 16.44 (225mm Plastic)

Cover Lev 17.353

MH

17.29

17.31

17.3417.32

RP

SC

SC

21.20

21.06

BX

WB

RB

RB

BP

18.43

18.38

18.45

18.52

18.41

18.36

18.34

18.34

18.43

18.07

18.01

18.11

18.1818.18

18.25

18.31

18.36

17.46

17.39

17.15

17.18

17.16

17.31

17.40

BP

SC

PI IL 17.43(300mm)

PI IL 17.39 (300mm)

15.79

15.88

15.99

15.82

15.85

12.39

11.95

RP

17.06

16.99

16.89

16.92

16.81

16.82

16.73

16.66

16.88

PI IL 15.99 (300mm Plastic)

SC

SC

11.33

11.10

11.14

11.08

11.68

SC

CV

CV

CV

CV

CV

CV

PI IL 10.78 (225mm)

PI IL 10.40 (225mm Concrete)

16.66

16.69

17.04

16.95

16.89

16.85

16.58

16.70

16.62

16.62

16.62

16.72

16.65

16.55

16.65

16.56

16.58

16.50

16.53

16.53

16.54

16.25

16.24

16.41

16.39

AV

MK

23.48

23.64

23.50

23.59

23.58

22.56

22.60

23.53

22.60

RP

GP

Cover Lev 16.647

MH

16.94

16.82

16.82

16.85

MK

MK

MK

AV

GP

RB

12.84

12.77

12.15

12.22

Culvert Soffit - 11.84

MK

Top of key

Top of key

16.73

16.59

16.61

SC

SC

SC

SC

16.70

16.67

SC

SC

18.61

18.47

TP

TP

13.17

13.10

13.1613.15

13.22

13.25

12.67

12.86

13.02

13.09

13.65

13.08

12.63

12.67

12.63

14.94

14.96

12.50

12.46

12.74

12.92

12.67

12.31

12.81

12.64

12.34

12.00

11.48

10.78

14.86

14.71

14.57

14.47

14.36

14.09

14.06

14.09

13.53

13.18

12.83

12.41

12.08

11.65

11.55

11.6911.69

12.01

12.31

12.85

13.27

13.82

14.02

14.03

14.23

14.69

14.79

14.72

14.66

14.93

14.86

14.95

15.00

14.86

11.51

11.81

12.28

12.72

13.04

13.18

13.29

11.51

11.13

11.54

12.01

12.72

12.17

11.66

11.54

11.61

11.64

11.61

11.60

11.57

11.14

11.28

10.49

10.47

10.20

10.50

10.73

11.29

11.12

10.94

10.60

10.44

10.55

10.60

10.41

10.50

10.70

10.80

10.84

10.78

10.58

10.60

10.45

9.45

9.58

9.44

9.48

9.18

9.17

8.94

9.30

9.43

9.36

9.19

9.69

9.91

9.92

10.11

9.92

9.66

9.76

9.91

11.11

10.66

10.84

10.82

10.72

10.49

10.42

10.29

10.33

10.16

10.39

10.49

10.37

10.35

10.18

9.41

9.49

9.58

9.39

9.22

9.39

9.54

9.50

8.62

9.14

9.37

9.36

SY

19.73

19.86

20.01

20.35

20.52

20.75

GU

CL=19.67

GU

CL=20.37

GU

CL=20.02

GU

CL=20.65

GU

CL=20.72

20.95

20.94

21.04

21.04

20.88

20.91

20.96

20.94

20.88

20.88

20.87

MH

MH

20.55

20.48

20.33

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

LP

LP

LP

LP

21.51

21.50

21.43

21.46

21.18

21.14

21.11

21.06

2

1

.0

7

21.4821.50

21.4821.47

21.56

21.53

21.49

21.56

21.55

21.44

21.40

21.31

21.30

21.18

21.2021.33

21.29

21.22

21.19

21.18

21.3321.33

21.33

21.39

21.39

21.40

21.2121.20

21.19

21.22

21.37

21.33

21.24

21.18

21.15

21.16

21.12

21.12

21.12

21.00

20.93

20.90

21.17

21.20

21.20

21.15

VS

21.08

21.13

21.13

21.4321.43

21.4421.44

21.16

21.14

21.1121.11

21.10

20.99

20.96

20.97

21.07

20.9820.98

20.95

20.9

8

2

0

.9

6

20.99

21.04

2

1

.0

7

2

1

.0

6

21.06

21.13

21.16

21.19

21.16

21.11

21.05

21.06

20.97

20.94

21.02

20.72

20.70

20.68

20.85

20.90

21.15

21.1121.13

21.15

20.94

20.93

20.72

20.71

20.84

20.88

20.92

20.93

20.62

20.60

20.60

20.40

20.43

20.45

20.42

20.3920.42

20.8720.74

20.99

20.97

20.7820.87

21.01

20.98

20.7820.89

20.39

20.45

20.3720.38

20.4820.43

20.48

20.4820.48

20.44

20.56

20.61

20.38

20.3920.71

20.70

20.70

20.7120.41

20.38

20.44

20.68

20.71

DP

21.52

21.48

21.41

23.27

23.78

23.73

23.75

23.78

22.88

22.87

20

.24

20

.29

20

.48

2

0

.3

0

20.4

1

20.17

2

0

.2

8

2

0

.3

9

20

.20

19.9

6

19

.76

19.4

2

19

.34

20.59

20.64

20.67

20.69

20.73

20.78

20.87

20.88

20.60

20.63

20.63

20.62

21.13

20.94

20.71

21.11

20.93

20.72

16.54

16.52

16.54

16.50

16.64

16.37

16.29

16.40

16.65

16.49

16.55

16.60

16.64

16.51

16.68

16.71

16.79

16.60

16.54

16.47

16.43

16.40

16.30

16.42

16.48

16.57

16.75

16.67

16.65

16.70

16.67

DP

DP

DP

WT

DP

Stump

DP

PIPI

Stump

PI

MK

MK

WB

GP

SC

SC

MK

GV

GV

Pipe

Pipe

Pipe 0.52m dia Concrete

21.76

21.83

GA

21.89

21.96

19.53

19.49

19.47

19.48

19.47

19.49

19.52

19.56

19.51

19.56

19.47

19.50

19.46

19.48

19.47

19.44

19.45

MK

BH

BH

12.53

12.53

12.51

12.55

12.27

11.08

Pipe 0.9m dia

Pipe

PI

BP

12.70

12.76

13.01

Pipe 0.5m dia

Pipe 0.15m dia

Pipe 0.15m dia

Pipe

Pipe 0.225m dia

Pipe 0.3m dia

Pipe 0.45m dia

Pipe

GP

BH

16.50

22.04

22.08

22.40

22.83

23.36

23.65

23.72

23.47

23.03

22.54

21.79

21.15

20.73

20.57

20.31

20.23

20.02

19.69

19.35

18.99

18.62

18.38

18.38

18.45

18.63

18.72

18.38

18.36

T

o

p

/ B

a

c

k

o

f K

e

rb

BH

BH

BH

18.09

18.22

18.49

18.57

19.05

19.31

19.27

16.69

16.72

GV

GV

GV

GV

SC

12.27

12.55

12.51

12.53

12.53

12.49

12.48

12.48

12.47

12.47

12.47

12.47

E

x

t

e

n

t

o

f

h

e

d

g

e

E

x

t

e

n

t

o

f

h

e

d

g

e

W

i

r

e

f

e

n

c

e

S

l

o

p

e

t

o

p

D

it

c

h

t

o

p

D

it

c

h

t

o

p

D

it

c

h

t

o

p

D

i

t

c

h

b

o

t

t

o

m

L

e

v

e

ls

Concrete

Pipe 0.1m dia

IL 15.90

16.84

16.90

16.71

16.70

16.71

16.58

16.47

16.34

16.10

16.09

16.11

16.00

15.74

15.53

15.42

15.22

15.06

15.02

14.97

15.93

15.75

15.70

15.66

15.59

15.50

15.39

15.21

15.11

15.06

14.93

14.90

14.85

14.84

15.89

15.75

15.62

15.66

15.51

15.51

15.37

15.21

15.13

15.04

14.99

14.98

14.82

14.81

16.56

16.35

16.18

15.87

15.97

15.86

15.78

15.45

15.40

15.24

15.11

14.99

14.93

16.92

16.59

15.71

16.30

16.30

16.07

16.14

16.02

15.57

15.55

15.32

15.96

16.66 16.70

16.49

16.44

16.43

16.60

16.62

16.12

16.09

16.06

16.02

15.87

15.67

15.54

15.28

15.12

15.06

15.03

21.49

21.48

21.48

21.43

21.32

21.41

21.48

21.52

21.56

21.63

21.63

21.62

Cover Lev 15.883

Man Hole

Reflector Post

Reflector Post

Wash Out

16.00

15.96

15.49

15.29

Top of Oil Pipe 14.72

Top of Oil Pipe 15.11

Top of Oil Pipe 15.06

Top of Gas Pipe 14.98

Ground Level 16.13

Ground Level 16.16

Ground Level 16.17

Ground Level 16.30

Electricity Cover

18.82

E=450808.812

N=114191.769

H=22.034

E=450763.595

N=114256.963

H=20.391

E=450740.199

N=114309.983

H=21.870

E=450680.411

N=114434.672

H=26.882

E=450715.424

N=114360.694

H=23.687

E=450680.411

N=114434.672

H=26.882

E=450695.611

N=114400.422

H=25.255

Control Box

Control Box

Kerb

K

erb

Kerb

Kerb

Kerb

Kerb

C

hannel

C

hannel

C

hannel

C

hannel

Channel

Channel

Path Edge

Path Edge

Path Edge

P

ath E

dge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

Path Edge

W

all

W

all

G

ate

G

ate

G

ate

G

ate

G

ate

G

ate

G

ate

G

ate

Gate

G

ate

D

rainage C

hannel

D

rainage C

hannel

D

ropped Kerb

Sign

W

hite Line

White Line

Verge TopVerge Bottom

Fence

Fence

Fence

Fence

Undergrowth

Fence

Fence

Fence

W

all

H

edge

H

edge

Fence

W

all

W

all

W

all

W

all

W

all

W

all

O

a

tla

n

d

s R

o

a

d

W

in

c

h

e

s

t

e

r

R

o

a

d

B

3

3

5

4

S

tep

21.23

21.48

21.57

21.50

21.61

21.69

21.81

21.97

22.10

22.02

22.14

22.26

22.38

22.54

22.48

22.61

22.74

22.91

22.86

22.94

23.02

23.14

23.32

23.61

23.83

24.08

24.25

24.19

24.35

24.48

24.53

24.45

24.63

24.76

24.96

25.19

25.43

25.65

BT Cover

CL=22.89

BT Cover

CL=21.23

BT Cover

CL=24.93

BT Cover

CL=24.91

BT Cover

CL=25.01

22.90

22.83

22.72

22.61

Cable TV Cover

Cable TV Cover

Cable TV Cover

Gully

CL=22.26

Gully

CL=21.43

Gully

CL=21.63

Gully

CL=21.32

Gully

CL=23.62

Gully

CL=23.81

Stop Cock

Stop Cock

Stop Cock

Stop Cock

Stop Cock

Stop Cock

Stop Cock

Stop Cock

Stop Cock

22.50

22.45

22.28

22.27

22.01

22.21

22.32

22.42

22.27

21.92

21.94

21.82

21.68

21.49

21.73

21.76

21.82

21.94

22.08

22.04

21.50

21.51

21.48

21.28

21.22

21.14

21.20

21.23

21.31

21.44

21.52

21.43

21.47

21.51

21.51

21.47

21.44

Post

Post

Road Sign

Road Sign

Road Sign

21.14

21.30

21.33

21.21

21.23

21.27

21.25

21.27

21.23

21.23

21.32

21.06

21.18

21.36

21.38

21.35

21.35

20.70

20.70

20.96

21.14

21.11

21.29

21.84

21.94

21.96

21.99

22.07

22.07

22.03

22.04

22.07

22.27

22.28

22.31

22.32

22.26

22.27

22.25

22.35

22.36

22.38

22.36

22.45

22.58

22.62

22.86

22.84

22.90

22.92

22.26

22.49

22.29

22.03

21.80

21.70

21.64

21.60

21.50

21.46

21.42

21.46

21.49

21.54

21.51

21.47

21.41

21.39

Nampe Plate

Nam

pe

P

lat

e

21.37

21.41

21.42

21.31

21.16

21.42

21.50

21.61

Stop Valve

Water Marker

21.27

21.33

21.37

21.43

21.43

21.21

21.28

21.32

21.36

21.38

21.43

21.50

21.58

21.65

21.71

21.76

21.97

22.10

22.33

22.53

22.75

22.95

23.10

23.32

23.56

23.49

23.62

23.78

23.91

24.16

24.41

24.43

24.65

24.68

24.89

25.11

25.05

25.25

25.39

25.47

25.44

22.33

22.62

22.70

22.84

22.98

23.33

23.49

23.50

22.99

23.31

23.50

23.50

22.3022.30

22.28

22.2622.26

22.25

22.25

21.30

21.56

21.86

22.09

22.39

22.65

22.90

23.22

23.33

23.58

23.86

24.15

24.45

24.76

24.82

25.20

25.57

24.47

24.48

24.38

24.47

23.05

22.91

22.40

22.54

22.73

22.86

22.96

23.04

23.05

23.21

23.28

23.03

23.03

23.06

23.20

23.21

23.19

23.26

23.26

23.26

23.28

23.33

23.50

23.67

23.83

24.01

24.19

24.17

23.22

23.31

23.32

23.48

23.51

23.76

23.79

23.90

23.92

24.00

24.02

24.14

24.12

23.17

23.18

23.17

23.17

24.26

24.43

24.49

24.62

24.13

24.23

24.47

24.56

24.61

24.68

24.74

24.92

25.04

24.26

24.25

24.13

23.95

23.77

23.58

23.32

23.08

23.09

23.64

23.75

23.95

24.11

24.23

24.43

24.67

24.87

BT Pole

25.38

25.30

25.16

25.13

24.98

24.89

24.18

24.19

24.19

24.2024.20

24.31

24.34

24.58

24.61

24.76

24.78

24.98

25.01

25.13

25.20

25.17

25.14

25.11

25.17

25.21

25.25

25.27

25.31

25.38

25.51

25.56

25.33

25.07

24.99

24.94

24.78

24.69

24.65

24.64

25.09

25.29

25.47

25.65

25.70

25.55

25.49

25.28

25.33

25.12

25.08

25.04

25.03

24.99

24.92

24.85

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24.76

24.79

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© CROWN COPYRIGHT AND DATABASE RIGHTS 2018

ORDNANCE SURVEY 100019180

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HAMPSHIRE COUNTY COUNCIL

ECONOMY, TRANSPORT AND ENVIRONMENT DEPARTMENT

STRATEGIC TRANSPORT

HGN

NOTES

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN METRES UNLESS OTHERWISE

STATED.

3. DETAILED DESIGN / LAYOUT IS BASED ON

TOPOGRAPHICAL SURVEY CARRIED OUT /

SUPPLIED BY HCC SURVEY TEAM.

4. ANY PROPOSED ROAD MARKINGS SHOWN ARE

FOR INDICATIVE PURPOSES ONLY.

HEDR S2 P 0ECH

STUART JARVIS BSc DipTP FCIHT MRTPI: DIRECTOR OF ECONOMY, TRANSPORT & ENVIRONMENT

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HCC CAD FILE: K:\Eng\Roads\Schemes\CJ008882 Botley Bypass & Uplands Farm\BIM\01-WIP\01-Highways\03-Drawings\02-General (HGN)\CJ008882-ECH-HGN-13317040-DR-HE-0100 GENERAL ARRANGEMENT LOCATION PLAN.dwg

HCC CAD PLOT: 03/10/2019 11:11:42

DRAWING TITLE

DRAWING NUMBER REV

SCALE @ A1

DATE

SHEET NUMBER

SCHEME

APPROVED

CHECKED

CAD

DESIGNERCONSULTANTCLIENT

JOB No.

SUIT

- - - - --

UPLANDS DEVELOPMENT

INFRASTRUCTURE

GENERAL ARRANGEMENT

LOCATION PLAN

C.J008882.01

ARW

SW

NAM NAM

CKM CKM

1:2500

25.04.2019

1 OF 1

CJ008882 13317040 0100 2

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BOTLEY

SUIT REV AMENDMENTS DATE CAD CHKD APPD

S2 P01 FIT FOR INFORMATION 25.04.2019 SW NAM CKM

S2 P02VARIOUS MINOR UPDATES, INCLUDING DRAINAGE PONDS AND SWALES

12.07.2019 SW