www.arup.com

Tel +44(0)113 242 8498 Fax +44(0)113 242 8573

78 East Street, Leeds, LS9 8EE

Admiral House, Rose Wharf,

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obs\2

30000\2

31583-0

0\0 Aru

p\0-2

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P-A

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Highways

MEPC Ltd

Wellington Place

General Arrangement

Access Junction

Basement Car Park

Stage 4

1:50

231583-00

WP-ARP-CH-602

/ /240614 RS CW AG

4.0

4.2

Plot 6

Stage 4 Issue. For Comment.

/ /071014 RS CW AG

Amended to incorporate LCC comments

4.1

/ /110315 RS CW AG

and proposed highway adoption.

Updated to reflect revised flood barrier

4.2

MHMH

MH

RG

RG

RG

RG

GAS FHBT

LP

LPLP

BOL

BOL

BOL

BOL

RE

IC

BT

ICRG

RG

500

G 750

G 850

Barrier

2x Cables

B B B B B B B

S

LB

LB

LB

LB

LB

LB

LB

LB

LB

LB

LB

LB

TU

TU

TU

TU

TU

TU

TU

TU

LB

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SLSL

SL

SL

SL

SL

SL

SL

SLSL SL

SL

SLSL SL

SL

B

B

B

TU

TU

TU

TU

F8

F7F8

B B B B B

E-1550-00-1

29.985 29.920

29.210

29.686Varies

Varies29.611 1 in 40 1 in 40

1 in 40 1 in 40Varies

Site Footpath

Channel

Drainage

Linear

1 in 10

1 in 401 in 18

Retaining Wall (by others)

29.255

1 in 12.3

Barrier

Defence

Flood

Top of Kerb

Edge of

Buildin

g

Hig

hway B

oundary

Future P

ublic

Hig

hway B

oundary

Existing P

ublic

Channel Line

Future Hig

hway

Channel Line

Existing Hig

hway

detailed design of the widening scheme (by others).

Proposals for future widening of Whitehall Road subject to

Drawing Control - This drawing is based on the following source information:

Component Company Drawing/Model Ref. Date/Revision/Issue

Topographical and buried services survey

Architect's Layout

Landscape Architect's Layout

CJCT

Gillespies Landscape MASTER 12/06/2014

06/09/2014

Subscan 14869_Preliminary 31/08/2007

HB2

DK>

<DK

DK>

HB2

HB2

<D

K

29.680 +

29.690 ++ 29.640

29.660 +

+ 29.586

29.920 + + 29.920

+ 29.210

29.210 ++ 29.210

+ 29.985

29.985 +

29.210 +

Exte

nts of

Works

Exte

nts of W

orks

HB2

DK>

3.653.65

N

ACCESS RAMP TO STRUCTURAL ENGINEER'S DETAILS

D1003D1009

D1038

Key Plan - Scale 1:1000

Comms.

Comms.

Comms.

Elec.

Elec.

Elec.

Comms.

Comms.

Gas

WHITEHALL ROAD

drainage network.

water run-off connecting into site

Linear drain to intercept surface

for details of soft landscaped areas.

Refer to Landscape Architect's drawings

Existing Footway

Existing Footway

boundary at back of footway.

Existing public highway

for details of soft landscaped areas.

Refer to Landscape Architect's drawings

NO

RT

HE

RN S

TR

EE

T

PLOT 5

PLOT 6

WHITEHALL ROAD

+ 29.60 (e)

+ 29.62 (e)

+ 29.63 (e)

+ 29.58 (e)

+ 29.60 (e)

+ 29.59 (e)

BASECOURSE

BINDER/BEDDING SUB-BASE

COURSE

SURFACEREF. COMMENTS

P7

P8

P11

P12

P13

13108-1:2006

100/150 to BS EN

20mm AC6 dense surf

13108-1:2006

100/150 to BS EN

50mm AC20 Dense Bin

Highway Works Clause 803

Sub-base to Specification for

225mm Type 1 Granular

-

overun. Assumed CBR = 3 %.

footway with very occasional

Based on DMRB Light vehicle

7533-4 Table 6.

Sand Jointing to BS BS

7533-4 Table 5. 2-5mm

30mm Bedding Sand to BS

Works Clause 803.

Specification for Highway

300mm Type 1 Sub-base to

-

BS:7533-8.

Assumed CBR = 3%. Based on

Assumes 5 standard axles per day.

13108-1:2006

100/150 to BS EN

50mm AC20 Dense Bin

13108-1:2006

100/150 to BS EN

80mm AC32 Dense Base

Works Clause 803.

Specification for Highway

300mm Type 1 Sub-base to

7533-4 Table 6.

Sand Jointing to BS BS

7533-4 Table 5. 2-5mm

30mm Bedding Sand to BS

Highway Works Clause 803

Sub-base to Specification for

200mm Type 1 Granular

-

overun. Assumed CBR = 3 %.

footway with very occasional

Based on DMRB Light vehicle

Street). Assumed CBR = 3%.

Street Type 2 (Local Residential

Based on LCC Street Design Guide.

Grade ST4 Concrete Infill with Steel Wire Brushed Finish

LCC standard detail SD/07/01b.

flexible construction based on

provided between rigid and

Rolling block transition to be

1.2

0.8

Specification

Landscape Architect's

Concrete Flags to

400 x 400 x 65mm

Units

Blister Tactile Paving

400 x 400 x 65mm

HB2

BN B

N

CS2

BN

D1018.1 D

1018.1

will need to be relocated as part of the works.

requirements. However, it is assumed this chamber

Existing BT chamber. Contractor to confirm diversion

for hard landscaping within the development site.

Refer to site paving and kerbing general arrangement

for hard landscaping within the development site.

Refer to site paving and kerbing general arrangement

13108-1:2006

100/150 to BS EN

30mm AC10 dense surf

to be removed.

junction kerb line

Existing access to be removed.

junction kerb line

Existing access

confirm any diversion requirements.

existing footway. The Contractor is to

Buried services are present within the

be tied into existing markings.

Double yellow road markings to be tied into existing markings.

Double yellow road markings to

Linear drainage channel. Linear drainage channel.

outside of the junction adjacent to the new kerb line.

Road will be regraded and this gully will be relocated

Northern Street widening scheme is implemented Whitehall

the low point. It is assumed that when the Whitehall Road /

within the junction to ensure the existing gully remains at

Existing gully to be retained. Levels are to be formed

CS2

channel units cut to half lengths.

Channel to be formed using CS2

bituminous pavement build-up.

kerb and the reinstatement of adjacent

replacement of the existing channel

Allowance is to be made for the

HB2

0.8

1.2

<D

KD

K>

DK>

<D

K

BN

BN

(1 in 4

0)

2.5

%

(1 in 4

0)

2.5

%

( 1 in 1

8)

5.6

%

( 1 in 1

8)

5.6

%

29.686 +

29.586 + + 29.686

(1 in 4

0)

2.5

%

(1 in 4

0)

2.5

%

widening scheme.

following Whitehall Road

Future edge of carriageway

Road widening scheme.

boundary following Whitehall

Future public highway

HB2

HB2

slab. Nominal cover to reinforcement = 60mm.

200mm PAV2 Concrete with A393 mesh reinforcement in top of

Highway Works Clause 803

Sub-base to Specification for

320mm Type 1 Granular

Assumed CBR = 3 %.

Handbook" (2nd Edition 2007).

"Concrete Hardstanding Design

Based on Britpave Guidance

CS2

3.7

5

ACCESS SHUTTERS AND FLOOD BARRIER TO ARCHITECT'S DETAILS

EF

EF EFE

F

EF

EF

EF EF

EF

EF

EF EF

EF

equipment (by others).

Detector loop and entry

and carriageway equals 100mm (by others).

at which level difference between footway

Retaining structure to be provided until point

13001-MASTER PLANS

equipment (by others).

Detector loop and exit

require a Section 278 Agreement.

approval from Leeds City Council (LCC) and

Works within the Public Highway are subject to 8.

and procure these works accordingly.

whether diversion / protection works are necessary

relevant Statutory Undertakers to determine

It is the Contractor's responsibility to liaise with the 7.

commencement of the works.

location of any buried services prior to the

The Contractor is to confirm the presence and

information should be considered to be incomplete.

information cannot be guaranteed and the

information and record plans. The accuracy of this

footway. The services shown are based on survey

Statutory Utilities are present within the existing 6.

the existing access S278 works required.

Refer to Drawing WP-ARP-CH-606 for details of 5.

and details of the new access.

Refer to Drawing WP-ARP-CH-604 for sections 4.

hard landscaping within the development site.

Refer to Drawing WP-ARP-CH-601 for details of 3.

All levels are in metres above Ordnance Datum.2.

All dimensions are in metres.1.

Notes:

P14

3.7

5

29.611 +

29.611 +

29.611 +

29.611 +

10.0

%

10.0

%

(1 in 1

2)

8.3

%

(1 in 1

2)

8.3

%

(1 in 4

0)

2.5

%

(1 in 4

0)

2.5

%

(1 in 4

0)

2.5

%

( 1 in 4

0)

2.5

%

2.00

5.07

R

8.50

R

5.00R

2.00

R

the future Whitehall Road widening scheme.

ensure the retaining wall is compatible with

wall. The gradient has been designed to

1:18 ramp to be provided against retaining

0.30

0.50

0.63

0.5

80

0.9

10

adopted Public Highway.

Proposed boundary of

Existing Statutory Utilities.

Agreement).

Boundary Boundary (subject to Section 38

Proposed Public (adopted) Highway

Boundary / Development Site Boundary

Existing Public (adopted) Highway

50 x 150 EF Kerb.

half lengths.

Upstand). Channel sections to be cut to

125 x 150 Channel Square (0mm

Upstand).

125 x 150 Bull Nosed Kerb (Max. 6mm

Gradient).

125 Half Battered Drop Kerb (1:9

Upstand).

125 x 255 Half Battered Kerb (100mm

Key:

Access Ramp Section A-A - Scale 1:50

A

A

A1

1

2

3

4

5

6

7

8

9

10

11

A B C D E F G H I J K L M N

Do not scale

Job No

Discipline

Drawing No Issue

Job Title

Client

© Arup

Issue Date By Chkd Appd

Drawing Status

Scale at A1