Purcell H

o

4

3

4

6

Aldrich H

o

4

3

4

4

5

2

1

(PH)

11

1

14

14

5

6

2

10

Hotel

5

3

Greenbank

11

107

55

5

0

2

4

7

7

1

9

21

5

1

5

3

58 to 62

79

83

69

73

99

95

89

77

93

97

85

81

71

75

87

91

Shelter

4.53m

Material

Scheme Ref.

Background

Border

Letter colour

Ref.

SIGN FACE

Width

Height

Area

x-heightSign P 7014

E16018

50.0

WHITE

RED

WHITE

Class RA2 (12899-1:2007) 0.1521m²

390mm

390mm

Material

Scheme Ref.

Background

Border

Letter colour

Ref.

SIGN FACE

Width

Height

Area

x-heightSign P 7014

E16018

50.0

WHITE

RED

WHITE

Class RA2 (12899-1:2007) 0.1521m²

390mm

390mm

Material

Scheme Ref.

Background

Border

Letter colour

Ref.

SIGN FACE

Width

Height

Area

x-heightSign P 7014

E16018

50.0

WHITE

RED

WHITE

Class RA2 (12899-1:2007) 0.1521m²

390mm

390mm

3

.5

2

m

5.55m

1.28m

PD

DK

PD

DK

P

D

D

K

P

D

D

K

PD

DK

CS

2 6

mm

CS

2 6

mm

PD

DK

OS NORTH

P

D

D

K

P

D

D

K

P

D

D

K

P

D

D

K

PE

NN

AN

T

ST

AN

LE

Y P

AR

K

C

A

R

T

LE

D

G

E

R

O

A

D

G

RE

EN

BA

NK

RO

AD

B

E

L

L

E

V

U

E

R

O

A

D

GR

EE

NB

AN

K A

VE

NU

E E

AS

T

C

R

O

M

E

R

R

O

A

D

LO

AD

ING

O

NLY

P

P

P

P

PD

DK

PD

DK

C

S2 6m

m

CS

2 6m

m

C

S

2

6

m

m

C

S

2

6

m

m

1.54m

Install new gully.

Re-use existing

frame and grate.

Install 3 no. New Cycle

stands to SD04-015.

Installed Dropped kerbs as

per SD 02-002 and tactile

paving to provide crossing

points.

Install new gully

with pedestrian

grate and connect

to manhole

Re-locate

Post box here.

Install new

Double

Yellow Lines

Install Loading Bay

.

Tactile paving to be

installed to provide

crossing point

Build Out Footway.

Plane out existing and

Install new Roadmarkings

Install Side inlet

gully and

connect to

manhole.

150mm dia. type z storm

water carrier drain laid as

per SD 05-008.

Install 125mm

Footway Channel

Install 125mm

Footway Channel

Type C Manhole.

600x600 Type C

Manhole to be

connected to existing

Outfall.

150mm dia. type z storm

water carrier drain laid as

per SD 05-008.

4.42m

0.86m

1.04m

5.80m

3.64m

1.89m

1.32m

Install new gully.

Re-use existing

frame and grate.

Kerbs (types as shown)

laid as per SD02-002-B

200x100x65 Tactile

Block paver Buff as per

SD03-007-B and

SD03-006-B

Proposed road gully

grating and pot

To SD05-007

Flow Arrow

Full Footway Construction (Built

Out Area) as per SD01-004-B:

20mm Surface Course AC6

55mm Binder Course AC20

150mm Type 1 granular Sub Base.

Footway Construction as per SD01-004-B

KEY

Footway Surfacing

as per SD 01-004-B

Carriageway Construction as per SD 01-009:

40mm Surface Course: HRA 30/14 F Surf 40/60.

60mm Binder Course: AC 20 dense bin 100/150.

200mm Base: AC 32 HDM base 40/60.

150mm Type 1 granular sub base.

150mm dia. type Z storm

water carrier drain laid as

per SD05-008.

Repositioned Post Box

Utility covers to be

raised / lowered

New manhole Type 'C'

as per SD05-003

CS2

PDDK PDDKP=PennantP=Pennant

(100mm Upstand)

as per SD 02-002

Pennant Double

Dropped kerb as

per SD 02-002

(100mm Upstand)

as per SD 02-002

as per SD 02-002

KEY to Kerb Types (All Pennant)

6mm

Upstand

Pennant Double

Dropped kerb as

per SD 02-002

B L

OTSIR

LC

CYTI

O U NCI

Rev. Date Description By

Project

Title

Client

Drawn by

Date Drawn

Scale

Checked by

Date Issued

Issued byStatus

Project Number

-Drawing

-Revision

PO Box 3176, Bristol. BS3 9FS

CITY DESIGNENGINEERING

DESIGN

CONSTRUCTION

Cycle Ambition Fund 2Easton Safer Streets

Greenbank Roadj/w Bellevue RoadGeneral Arrangement

Sustainable TransportTransport - PLACE

PAK

Nov 18

1:200 @ A1

AB

09.11.18

PAK

E16018-01 C01

NOTES:

1. All dimensions are in metres (m) unless

otherwise stated.

2. For typical concrete major road construction

refer to standard detail SD 01-001-B.

3. For footway standard details refer to SD

01-004-B.

4. For typical edge of carriageway standard

detail refer to SD 01-008-B.

5. For typical flexible industrial pavement

reinstatement standard details refer to SD

01-009-B.

6. For typical kerb standard details refer to SD

02-001-B to SD 02-003-B.

7. For typical channel standard detail refer to

SD 02-004-B.

8. For typical edging kerb standard detail refer

to SD 02-005-B.

9. For typical block paver edging standard

details refer to SD 02-006-B.

10. For typical pedestrian drop kerbs standard

detail refer to SD 03-003-B.

11. For typical pedestrian crossing standard

details refer to SD 03-005-B to SD 03-009-B.

12. For typical Type 2 pedestrian island standard

detail refer to SD 04-005-B.

13. For signage drawing see dwg E15058-004

14. Do not scale this drawing.