A0 landscape - · PDF filesimilar approved.Grating and frame to BS EN 124 1994 ... thermoplastic material complying with BS 3262: ... Mill existing carriageway and re-surfacing using

New road gully

(refer to notes)

1

5

0

m

m

Ø

-

1

:

8

0

F

a

l

l

R

2

.

0

0

m

R1.0

0m

Remove & tip existing

traffic island & sign

Disconnect & remove post & sign.

Erect new post (Black) & sign

Ref S0.1. External illumination

required.

D

i

a

g

.

n

o

1

0

0

3

D

i

a

g

.

n

o

1

0

0

4

Take up & retain

channel blocks over

length shown. Refer

to notes

2

.

0

0

m

Remove & tip existing


Circular feature surround

in 'silver grey' granite setts

(Refer to inset & notes)

1

.

6

5

m

Construct 300mm wide

drainage channel out of

tumbled setts. Refer to

SECTION C-C

2

.

0

0

m

Remove existing priority

sign. Replace with Sign

Ref S0.3 / S0.3a on existing

post (refer to Sign Schedule)

Replace existing sign

with new sign Ref. S0.4

on existing post. (Refer

to Sign Scedule)

1

.

7

6

m

3

.

7

7

m

Sign Ref. S0.2 erected on

1 no. new post. (BLACK)

Refer to sign schedule.

RATTLEBONE PH

D

i

a

g

.

n

o

1

0

0

3

C

O

U

R

T

S

T

R

E

E

T

D

i

a

g

.

n

o

1

0

1

2

.

1

D

ia

g

.

n

o

1

0

2

3

H

I

G

H

S

T

.

POST OFFICE

V

IL

L

A

G

E

H

A

L

L

COURT STREET

N

O

B

L

E

S

T

.

0

.

9

8

m

1

.

0

m

D

i

a

g

.

n

o

1

0

1

2

.

1

Diag 1022

Refresh 'SLOW' marking

(Diagram 1024)

D

i

a

g

.

n

o

1

0

2

3

S

K

I

T

T

L

E

A

L

L

E

Y

D

i

a

g

.

n

o

1

0

0

9

Ornamental style removable

bollards at 3.0m c/c

(Refer to notes)

AC 6 dense surf (100/150) 20mm

thick overlay to existing footway

surface. (Refer to notes)

Footway construction

(Refer to SECTION A-A

& notes

Tie into existing

GS kerb line &

level

AC 6 dense surf (100/150) 20mm

thick overlay to existing footway &

access. Plane out & tie into existing

level at wall pillars (refer to notes)

New ped gully

refer to notes)

2

.

0

m

Applied proprietary Waterproof

(tanking) system at rear of new

footway (refer to SECTION B - B

& notes)

2

.

1

m

6

.0

m

ra

d

1

9

13

15

17

11

External Wall

of Skittle Alley

305 x 305mm x 250

Basalt Stone QHB

1% Crossfall

Random size York stone

setts, 75mm thick with 5mm

mortar joints.(refer to notes)

255 x 125 Basalt stone

kerb (HB2 Profile)

Sand / Cement grit-

mix 50mm thick

(5:1 ratio)AC20 dense bin

20- 50mm thick as

regulating course

ST1 concrete

bed & haunch

Render bottom of existing stone

wall & tank (see notes)

Ave

ra

ge

o

f 1

75

mm

SECTION B - B

D

i

a

g

.

n

o

1

0

0

9

D

i

a

g

.

n

o

1

0

0

3

D

i

a

g

.

n

o

1

0

2

3

2.00m

SECTION C - C

Square off concrete apron

at base of ramp & lay tumbled

York stone setts. Adjust levels

to suit.

1

5

0

m

m

Ø

Raise cover level of

stop valve to new

surface level.

Refresh applied proprietary

Waterproof (tanking) system

along length shown




255 x 125 Basalt

stone kerb

(BN Profile)

20

mm

AC20 dense bin regulating

course where necessary.

(PROVISONAL ITEM)

ST1 concrete

bed & haunch

Existing double BT chamber

to be replaced with new

recessed cover & frame.

(refer to notes)

Carriageway

re-surfacing

(refer to notes)

Carriageway

re-surfacing

(refer to notes)

tie new surface into

existing footway

level.

D

i

a

g

.

n

o

1

0

1

2

.

1

Raise cover level of BT

chamber to new

surface level

1

5

0

m

m

Ø

New connection

onto existing gully

chamber

New 'KEEP CLEAR'

marking to be laid adjacent

to Lynch Gate

(Engineer to advise)

90

mm

1% Crossfall





kerb (HB2 Profile)

Sand / cement grit-mix

50mm thick (5:1 ratio)

ST1 concrete

bed & haunch

Carriageway

re-surfacing

(refer to notes)

SECTION D - D

2.24m

Existing carriageway

profile.

AC 6 Surf 100/150

20mm thick

AC 20 Dense Bin 40/60

70-75mm thick

1.7% Crossfall

ST1 concrete

bed & haunch

1.65m

90

mm

Reinstate existing

carriageway

surface


kerb (HB2 Profile)

SECTION A - A

2

.

2

0

m

D

i

a

g

.

n

o

1

0

0

9

D

i

a

g

.

n

o

1

0

0

2

.

1

Apply bitumen

emulsion bond coat.

2.13m

Remove existing


SECTION E - E

Granite Sett

Tree ring (refer

to inset detail)

Tree grill 1.2m Ø

Tree guard (1800

x 450mm Ø)

80m

m

Existing

Carriageway

profile

Diag 1040.4

90

mm 0.7m

Plane out area behind kerb to

achieve correct bedding depth

for tumbled setts (Av. depth 55mm)

90

mm

Profile of

existing C/way

1.0m




Ornamental style

bollards (Refer to

notes)

D

i

a

g

.

n

o

1

0

0

4

B

N

D

L

1

D

R

1

B

N

(

2

0

m

m

u

p

s

t

a

n

d

)

H

B

2

B

N

D

L

1

DR1

H

B

2

D

R

1

H

B

2

D

R

1

H

B

2

D

L

1

D

R

1

H

B

2

H

B

2

G

S

(

2

0

m

m

u

p

s

t

a

n

d

)

G

S

External Wall

of Skittle Alley

1% Crossfall





kerb (HB2 Profile)

Sand / Cement grit-

mix 50mm thick

(5:1 ratio)

AC20 dense bin

20- 50mm thick as

regulating course

ST1 concrete

bed & haunch

Render bottom of existing stone

wall & tank (see notes)

Average of 175m

m

SECTION B - B

2.00m

SECTION C - C

Lay 75mm thick setts to

form drainage channel




255 x 125 Basalt

stone kerb

(BN Profile)

20m

m

Sand / cement grit-

mix 50mm thick

(5:1 ratio)

AC20 dense bin regulating

course where necessary.

(PROVISONAL ITEM)

ST1 concrete

bed & haunch

ST1 concrete

bed

Carriageway

re-surfacing

(refer to notes)

Carriageway

re-surfacing

(refer to notes)

90m

m

Entrance to

Rattlebone PH

1% Crossfall





kerb (HB2 Profile)

Sand / cement grit-mix

50mm thick (5:1 ratio)

ST1 concrete

bed & haunch

Profile of

existing C/way

Carriageway

re-surfacing

(refer to notes)

ACCESS RAMP

Existing Railings

SECTION D - D

2.24m

Existing carriageway

profile.

AC 6 Surf 100/150

20mm thick

AC 20 Dense Bin 40/60

70-75mm thick

1.7% Crossfall

ST1 concrete

bed & haunch

1.65m

90m

m

Reinstate existing

carriageway

surface


kerb (HB2 Profile)

SECTION A - A

Apply bitumen

emulsion bond coat.

2.13m

90m

m 0.7m




100m

m

Rattlebone PH

Court yard

300mm

90m

m

Profile of

existing C/way

100mm

1.0m




AC20 dense bin

20- 50mm thick as

regulating course

0.45m dia

'2 piece tree

grill 1.2m Ø

in black

450mm Ø steel tree guard

in black. Height 1.80m

100 x 100 x 200mm Granite

setts ' laid on ST4 concrete 100mm

thick & 50mm thick 'flowpoint' mortar

New tree

(Species to be agreed)

1.84

m

GRANITE SETT

FEATURE SURROUND TO TREE

1.2

0m

Sign Ref . S0.1

SECTION E - E

2.1

0m

Existing drainage

channel.

Tactile paving

(Grey)

140/76mm Ø large

base post 4.0m long.

(BLACK)

LED Sign light

Granite Sett

Tree ring (refer

to inset detail)

Tree grill 1.2m Ø

Tree guard (1800

x 450mm Ø)

Existing

Carriageway

profile

New ornamental tree

with root irrigation

system Species to

be confirmed.

Basalt stone kerbs

(HB2 profile) 80mm

up-stand.

Ornamental bollard (BLACK)

80m

m

Existing

Carriageway

profile

Wiltshire Council (100049050) 2012

B4040 SHERSTON

PROPOSED PEDESTRIAN ENHANCEMENTS

ENGINEERING DRAWING

FOR CONSTRUCTION

1:100A0

2058-058-SHERSTON-D005 A

ORIGINAL

CONSTRUCTION

830

1160

SIGN REF S0.1 (illuminated).

400 x 400 x 50mm tactile paving in 'Grey' laid on 6:1 sharp

sand / cement Gritmix 50mm thick.

Basalt stone kerb supplied in random lengths (nominal up-stand -

90mm unless otherwise stated).Radius specified where required.

Footway construction consisting of 75mm thick tumbled 'York

Stone setts' laid on semi-dry sand /cement gritmix 50mm thick

(6:1 ratio) and AC20 Dense Bin regulating 20-60mm thick. 5mm

wide fine sand / cement slurry mortar joints. (6:1 ratio)

Precast concrete/ plastic trapped gully with a grating clear opening

size of 450 x 450mm, grade D400. Type Stanton 'Aqua-Max' or

similar approved.Grating and frame to BS EN 124 1994

Vitrified clay pipe, 150mm Ø with Class Z bed and surround.BS

EN 295-3:2012

Low level granite setts (Charcoal) 200 x 100 x 100mm laid on

ST1 concrete bed and 10mm wide mortar joints.

SIGN REF S0.2.

SIGN REF S0.3 / S03a.

600

SIGN REF S0.4.

600

540

235

Precast concrete / plastic trapped gully with a pedestrian grating,

clear opening size of 325 x 312mm, grade C250. Type Stanton

'Pedestrian' or similar approved.Grating and frame to BS EN 124

1994

Basalt stone BN kerb (nominal up-stand 6mm at crossing points &

20mm at vehicular crossovers). Radius specified where relevant.

Basalt stone DR1 / DL1 kerb (90mm to 6mm up-stand at

crossing point).Radius specified where required.

Footway / Access construction consisting of 100mm thick

tumbled 'York Stone setts' laid on semi-dry sand /cement gritmix

50mm thick (6:1 ratio) and AC 20 Dense Bin regulating 20-50mm

thick.5mm wide fine sand / cement slurry mortar joints. (6:1 ratio)

Render bottom of wall with Sharp sand / cement (ratio 6:1) Apply

two coats of proprietary spray applied waterproofing system. Min

2mm thick. Specification to be agreed with contractor prior to works

start.

Apply bond coat to existing footway surface & overlay with

AC 6 dense surf (100/150) 20mm thick. Tie into existing footway

levels where indicated.

Ornamental Style 'ferrocast' bollard, root fixed. To be supplied by

Client. Stored at Chippenham Highway Depot, Bath Road, Chipp.

General Notes

1. The use of this drawing does not absolve the client from his responsibilities

under Health & Safety: The Construction (Design and Management)

Regulations 2007.

2. All works within the confines of the highway shall be signed in accordance

with The Department for Transport's 'Traffic Signs Manual' 2009 Chapter 8

'Traffic Safety measures & Signs for Road works & Temporary situations'.

3. All Road markings shall be laid in accordance with The Traffic Signs

Manual Chapter 5: All road marking material shall be formed in

thermoplastic material complying with BS 3262: Class A.

Two part Tree Grill (1.2m Ø) & & tree guard 450mmØ x1000mm

(BLACK). Supplied and installed by 'Wessex Tree Care' Tree

species to be confirmed. Refer to inset for details of 'Circular

Granite Sett Feature'.

Take up existing blue pennant paving blocks and set aside for

re-use. Reinstate area with carriageway construction comprising

of AC 20 Dense Bin 40/60 Des 60mm thick & AC 10 close surf

100/150 surface course 40mm thick.

B

B

50mm Ø uPVC duct (Orange) embossed 'ELECTRICITY' min

cover 450mm

C

C

Mill existing carriageway and re-surfacing using Close Graded AC

10 close surf (100/150) 40mm thick surface course. Existing levels

to be retained.

D

D

Replace existing BT cover and frame and replace with continuous

leaf recessed slide out access cover and frame for paving infill

BT TYPE 6 (1310 x 610 mm) clear opening (1400 x 700 mm over

top of frame ) BS EN 124 Class B125 Type 'TELEBLOC' or

similar approved

NOTE - Reverse of sign refs. S0.1, S0.2

& S0.3 / S0.3a to be painted black

Ornamental Style 'ferrocast' bollard, removable. To be supplied by

Client.

A

A

E

E

PROJECT:

DRAWING TITLE:

SCALES:

DRAWING No.

FILE REF:

NOTES:

Unauthorised reproduction infringes Crown Copyright

and may lead to prosecution or Civil Proceedings.

This map is reproduced from Ordnance Survey material

with the permission of Ordnance Survey on behalf of the

Controller of Her Majesty's Stationery Office

© Crown copyright.

Traffic & Network Management

County Hall, Bythesea Road, Trowbridge

Wiltshire, BA14 8JD

Tel: 0300 4560100

Website: www.wiltshire.gov.uk

SHEET SIZE:

REVISION:

REV

A

O

B

C

APPRVDRAWNDATE CHECK DESCRIPTION

F

D

E

DRAWING PURPOSE:

All dimensions in mm

700

1230

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

Footway construction consisting of AC 6 Surf 100 /150 20mm thick

& AC 20 Dense Bin 40/60 Dense Bin , 70-75mm thick

Documents

A0 landscape - · PDF filesimilar approved.Grating and frame to BS EN 124 1994 ... thermoplastic material complying with BS 3262: ... Mill existing carriageway and re-surfacing using