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Notes:
N
E
CUT LIN
WING
TO DRA
REFER
INSET A
2 OF 2,
1. This drawing is based upon topographical survey data
provided by Transport for London on 18/01/13.
2. This and all drawings are to be read in conjunction with
the Highways Agency Manual of Contract Documents
for Highway Works published by HMSO.
3. Do not scale from this drawing. If in doubt refer to the
Project Manager for clarification.
4. Existing features are shown in grey and proposed
features in bold, unless otherwise stated.
E
CUT LIN
326
Key:
OS base / topographical survey
Site limit of proposed contractual works
Proposed kerb
Type A
Full depth carriageway construction, refer to
drawing 22524402-SD-02 for detail:
35mm Thin Surface Course System
(10mm size aggregate) with a 68+ PSV
60mm SMA Binder Course 14 bin
40/60 des WTR2
200mm Base Course Pavement
Quality (PQ) Concrete, with reinforcing
mesh A393
Sub-base, Refer to Table 1 below
Capping Layer 6F1, Refer to Table 1
below
CA
R
Type B
Asphalt refuge island construction, refer to
drawing 22524402-SD-02 for detail:
RIA
GE
D
RIV
ES
OU
TH
20mm AC6 dense surf 100/150) PSV
50
50mm AC14 dense bin 100/150
100mm Type 1 Sub Base unbound
mixture
Plane off 35mm of existing wearing course
and relay with 35mm TSCS with a 68+
PSV. Extent of resurfacing to extend 50m
from stop lines on all four main approaches
to the roundabout.
SL
CUT LINE
Proposed (Asphalt) Speed Cushion.
Cushions to be recessed 35mm into the
finished carriageway level, and constructed
using TSCS as per the carriageway
surface course.
Cushions to be 75mm above the finished
carriageway level. Ramps to be 600mm in
length on the approaches, and 300mm on
the sides.
REFER TO DRAWING
2 OF 2, INSET B
PRINCE OF WALES DRIVE
Rosary
Table 1 - Sub-base Thickness
Subgrade Strength
Lodge
CUT LINE
Sub-base only
(CBGM C8/10)
Sub-base C3/4 or C4/5
+ (Capping)
2.5%
340mm
290mm + (250mm)
5%
280mm
220mm + (210mm)
10%
220mm
160mm + (180mm)
15%
200mm
150mm + (150mm)
>15%
200mm
150mm + (150mm)
E
P
2
32
32
NG
WI
A
D
DR
O SET
T
N
R 2, I
FE
RE 2 OF
INSET A
N
0
DRAWING 1
B
06/06/14
Minor revisions
CJM DHA PVC
A
23/05/14
Update Type A carriageway
construction to composite
AAZ CJM PVC
-
21/03/14 TENDER ISSUE
SL
OWN
Rev.
Date
Comments
MGE CJM PVC
Dwn Ckd App
31
8
CA
DR RRIA
IVE GE
SO
UT
H
INSET B
L
UT
INE
0m
NOT TO BE USED FOR CONSTRUCTION PURPOSES
ST
QUEEN
ROAD
0m
1.6
2.0
Garage
28-32 Upper Ground London SE1 9PD
Tel: 020 7910 5000 Fax: 020 7910 5001
C
SL
PRINCE OF
WALES DRIVE
QUEEN'S CIRCUS
1.5
Client :
0m
Battersea Power Station
Development Company
0m
1.2
0m
1.6
0
1.6
0m
m
2.0
4.50
m
1.50
F
E O IVE
INC DR
PR LES
WA
0m
1.6
m
Title
INSET D
Pavements
Drawing 1 of 2
CUT LIN
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TO DRA
REFER
INSET C
2 OF 2,
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t
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Co
9
36
Queen's Circus Roundabout
STO
QUEEN
ROAD
38
to nts
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1
Sa
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l
A
S
EN
RD
L
E
LIN
UR
GA
INSET C
Drawing No.
1:200 @ A1
XXX
312
BASED UPON ORDNANCE SURVEY'S MAPS WITH THE PERMISSION OF THE CONTROLLER OF HMSO, (c) CROWN COPYRIGHT.
UNAUTHORISED REPRODUCTION INFRINGES CROWN COPYRIGHT AND MAY LEAD TO PROSECUTION OR CIVIL PROCEEDINGS.
22524402-700-01
Rev.
B
CAD REFERENCE: U:\London\Projects\225\2\44\02\CAD\Drawings\Detailed Design\22524402-700-01 02 Rev B.dwg - 01
E
LIN
T
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EO
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PLOT DATE: 03/06/2014@14:06
LE
A
FW
RIV
SD

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