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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
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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
traffic island & sign
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
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C
O
U
R
T
S
T
R
E
E
T
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o
1
0
1
2
.
1
D
ia
g
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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
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o
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0
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2
.
1
Diag 1022
Refresh 'SLOW' marking
(Diagram 1024)
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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
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1
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0
9
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1
0
0
3
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2
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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
Random size York stone
setts, 100mm thick with 5mm
mortar joints.(refer to notes)
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
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)
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
255 x 125 Basalt stone
kerb (HB2 Profile)
SECTION A - A
2
.
2
0
m
D
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n
o
1
0
0
9
D
i
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g
.
n
o
1
0
0
2
.
1
Apply bitumen
emulsion bond coat.
2.13m
Remove existing
traffic island & sign
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
Plane out area behind kerb to
achieve correct bedding depth
for tumbled setts (Av. depth 30mm)
Ornamental style
bollards (Refer to
notes)
D
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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
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)
Average of 175m
m
SECTION B - B
2.00m
SECTION C - C
Lay 75mm thick setts to
form drainage channel
Random size York stone
setts, 100mm thick with 5mm
mortar joints.(refer to notes)
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
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)
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
255 x 125 Basalt stone
kerb (HB2 Profile)
SECTION A - A
Apply bitumen
emulsion bond coat.
2.13m
90m
m 0.7m
Plane out area behind kerb to
achieve correct bedding depth
for tumbled setts (Av. depth 55mm)
100m
m
Rattlebone PH
Court yard
300mm
90m
m
Profile of
existing C/way
100mm
1.0m
Plane out area behind kerb to
achieve correct bedding depth
for tumbled setts (Av. depth 30mm)
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
Recommended