EXETER COLLEGE OXFORD - People · 2013-12-24 · Exeter College Oxford N W o r c e s t e r P l a c...

Exeter College. Oxford 02.03.12

A New Quad at Walton StreetTransport Statement

March 2013

EXETER COLLEGEOXFORD

Stockley18 Bowling Green Lane

LondonEC1R 0BW

tel: 0207 253 2977www.stockley.com

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521/01 P01(GA) 0011:200@A11:400@A3

Jan 12P01

INFORMATION

NCIS

Site Plan

Exeter CollegeOxford

N

W o r c

e s t e

r P l

a c e

W a l t o n S t r e e t

Worcester College

Key:This drawing was produced using survey information from The

Downland Partnership Ltd - April 2011 and relevant Ordnance

Survey information. Site boundary

Existing pavement line

Existing pavement line

Existing grassed area

30.03.12 Issued for Information IS NC

MANCHESTER

LONDON

ONLINE

Project:

Title:

Status:

Scale: Date: Drawn: Checked: Job Number: Drawing Number: Revision:

Notes Continued: Notes Continued: Notes Continued:

Date: Rev: Description: Drawn:Chkd:

Carver’s Warehouse, 77 Dale Street,Manchester, M1 2HG.

T: 0161 228 6757

28-30 Worship Street,

London, EC2A 2AH T: 020 7374 8380

www.stockley.co.uk

Notes: Notes Continued:

This drawing is to be read in conjunction with all relevant

Architect’s and Engineer’s drawings and the specification.

This drawing should not be scaled.

All dimensions are to be verified by the contractor on site.

All discrepancies should be reported to the C.A. prior to the

commencement of the works.

' Stockley Broster O’Malley Limited

BUS

STOP

STOPBUS

MANCHESTER

LONDON

ONLINE

Project:

Title:

Status:


Notes Continued: Notes Continued: Notes Continued:


Carver’s Warehouse, 77 Dale Street,Manchester, M1 2HG.

T: 0161 228 6757

28-30 Worship Street,

London, EC2A 2AH T: 020 7374 8380

www.stockley.co.uk

Notes: Notes Continued:

This drawing is to be read in conjunction with all relevant







521/01 P01(GA) 0031:200@A11:400@A3

Mar 12P01

INFORMATION

NCIS


N

Worcester College

This drawing was produced using survey information from The

Downland Partnership Ltd - April 2011 and relevant Ordnance

Survey information.

Existing Highways Plan

Issued for Information IS NC07.04.12

5m

Footway built out locally to accomodate 12 no ‘Shefield’ cycle racks and tree planting

Proposed 12m long loading bay

Proposed one way arrow opposite cycle entrance.

Existing carraigeway width retained

Existing parking to north side of footway retained including 2no existing disabled parking bays

6 no permit parking spaces, note existing 10no. spaces to be retained

2 no permit parking spaces

2 no permit parking spaces, note existing 10no. spaces to be retained

Proposed 20 no two tier cycle racks (40 no cycles)

Proposed 10 no single cycle racks

Proposed 1 no additional parking space

Existing Carraigeway widthretained

Existing 2 no 1 hour parking spaces removed

Existing carraigeway width

Existing bus stop adjusted to align with new widened footway, forming new in-lane stop

Existing ramp

Possibly widen existing sectionof footway to create a smoother kerb alignement tying with prosposed and existing kerblines to the north.

Proposed widened footpath at entrance and bus stop location.

Proposed realigned kerbline to tie in with exising at junction with Worcester Place


Proposed Highways Plan

1:200@A11:400@A3

Jan ‘13 COR JB 521/01 (SK) 057

I N F O R M A T I O N

P07

2.8 m

5.5m

17.01.13 P04 Issued for information COR

24.01.13 P05 Issued for information COR JB

15.02.13 P06 General Landscape Revisions COR JB

27.02.13 P07 General Landscape Revisions COR JB

ONLINE

LONDON

MANCHESTER

Project:

Title:

Status:


521/01

Key Plan: Notes Continued: Notes Continued: Notes Continued:Notes:

N


www.stockley.co.uk

T: 020 7253 2977London, EC1R 0BW

18 Bowling Green Lane,

T: 0161 228 6757Manchester, M1 2HG.

Carver’s Warehouse, 77 Dale Street,







This drawing is to be read in conjunction with all relevant OxfordExeter College

DISABLED

STOPBUS DB32 Refuse Vehicle

DISABLED

STOPBUS

DB32 Refuse Vehicle

P01(MO) 0011:200@A31:100@A1P01 IS NC

INFORMATION

N

IS NC

Refuse Vehicle Tracking

15.02.13 Feb 13

N

Issued for Information

DB32 Refuse Vehicle

Overall Length 7.900m

Overall Width

Overall Body Height

Min Body Ground Clearance

Max Track Width

Lock to Lock Time

Kerb to Kerb Turning Radius

2.400m

3.183m

0.388m

2.400m

6.00 sec

9.625m

DB32 Refuse Vehicle


Overall Width

Overall Body Height


Max Track Width

Lock to Lock Time


2.400m

3.183m

0.388m

2.400m

6.00 sec

9.625m

E x i s t i n g L a y o u t

kerb line.Proposed

P r o p o s e d L a y o u t

Large Car (2006)

Large Car (2006)

Large Car (2006)

Large Car (2006)

Large Car (2006)

Large Car (2006)

ONLINE

LONDON

MANCHESTER

Project:

Title:

Status:


521/01

Key Plan: Notes Continued: Notes Continued: Notes Continued:Notes:

N


www.stockley.co.uk

T: 020 7253 2977London, EC1R 0BW

18 Bowling Green Lane,

T: 0161 228 6757Manchester, M1 2HG.

Carver's Warehouse, 77 Dale Street,

© Stockley Broster O'Malley Limited





Architect's and Engineer's drawings and the specification.

This drawing is to be read in conjunction with all relevant OxfordExeter College

P01(MO) 0021:200@A31:100@A1P01 GB

INFORMATION

N

Mar 13

N

Issued for Information


Overall Width

Overall Body Height


Max Track Width

Lock to Lock Time


F o r w a r d M a n e u v e r

kerb line.Existing

GB COR COR

7.5t Box Van

2.064m

4.00 sec

7.400m

0.351m

2.100m

3.556m


Overall Width

Overall Body Height


Max Track Width

Lock to Lock Time


7.5t Box Van

2.064m

4.00 sec

7.400m

0.351m

2.100m

3.556m

kerb line.Existing

7.5t Box Van Tracking

R e v e r s e p a r k i n g

13.03.13

Exeter College Oxford Walton Street Quadrangle Scoping Note on Transport Impact May 2012

Exeter College Oxford, Walton St Quadrangle Scoping Note on Transport Impact

1 Stockley 29th May 2012

Background A Transport Assessment (TA) is a comprehensive study of the impacts a development will have on its surrounding area in terms of its demand on the local transport network and the means of addressing and mitigating these impacts where possible. This involves ensuring the site is easily accessible and promoting sustainable transport methods. This report would include issues such as safety and the impact on end users; it is often accompanied with a Transport Plan which is a report identifying measures specific to the development this is aimed at increasing methods of accessing the site to reduce the use of private cars. A Transport Statement (TS) will be deemed acceptable to accompany a detailed planning submission, for development falling within certain thresholds at the discretion of the Council Highways Officer. This will cover similar topics to the TA but is less detail as the scheme is not deemed to have a significant impact on the existing network. Local Development Framework (LDF) In accordance with Oxford County Council’s Local Development Framework a TA ‘must be submitted where a development is likely to have significant transport implications’. This document sets out the thresholds above which TA must be provided. For higher and further education, the threshold is anything above 2,500m2 requires a TA. The proposed building floor area is well in excess of this figure, but the increase in floor area from the existing built floor area on the site is closer to half this figure. Proposals Under the proposed scheme car parking provision is removed completely. In the current situation there are 5 No. car parking spaces on site. The proposals include a significant provision for secure cycle parking on site and also a number of racks are to be installed on the footway on Worcester Place. The existing situation has a negligible provision of cycle parking. Exeter College operate schemes such as the Bus Pass Scheme and a Cycle Purchase Scheme which promotes the use of sustainable transport options to students and staff and these schemes have a great response by both students and staff alike. In terms of servicing under the existing proposals Ruskin College have circa 4 movements per day, 3 no for food deliveries and 1 no for refuse collection. There are also additional movements which occur less frequently such as recycling collections, once every two weeks and deliveries such as office supplies etc as required. Exeter College will also require circa 4 movements per day, typically in off-peak hours of the day with other deliveries like those mentioned when required. Exeter College will have 100 students and 30 staff in the new campus while currently Ruskin College have 64 students and 32 staff. This is an increase in an additional 24 people using the site daily. The proposals will see an increase of 40 student bedrooms. The streetscape adjacent to the site is under consideration for improvements to the footways and public realm generally, in order to improve the local environment. This is likely to include street ‘de-cluttering’, improvements to the footway widths and materials, some cycle parking, and passive traffic calming devices.

Exeter College Oxford, Walton St Quadrangle Scoping Note on Transport Impact

2 Stockley 29th May 2012

Conclusion Based on the above we consider that a Transport Statement (TS), in conjunction with a Travel Plan is appropriate for the forthcoming detailed planning submission, and we seek the Highways Officer’s agreement to this.

Carol O'Riordan

From: Hamid, Farakh - Environment & Economy - Highways & Transport [[email protected]]

Sent: 14 September 2012 14:56

To: Carol O'Riordan

Cc: Jones, HuwV - Environment & Economy - Highways & Transport

Subject: RE: Ruskin College Site, Walton Street, Oxford, OX1 2HE

Page 1 of 3

15/02/2013

Dear Ms O’Riordan Thank you for your email, the contents of which I note, and I refer to our brief telephone chatter this afternoon. First I will say I am sorry we have missed each other’s calls over the last few weeks. Nevertheless, I have perused the information submitted in your Scoping Note and agree that given the extant use of the site the traffic impact from the proposed redevelopment is likely to be limited and therefore a Transport Statement will be acceptable in this case with any planning application. Yours sincerely Farakh Hamid Senior Engineer Highways & Transport Oxfordshire County Council Speedwell House Speedwell Street Oxford OX1 1NE Tel: 01865 816503 www.oxfordshire.gov.uk Save money and paper - do you really need to print this email? From: Carol O'Riordan [mailto:[email protected]] Sent: 18 June 2012 14:09 To: Hamid, Farakh - Environment & Economy - Highways & Transport Cc: Julian Broster; Neil Cameron; Robert Rostron Subject: RE: Ruskin College Site, Walton Street, Oxford, OX1 2HE Farakh, Firstly thanks again for meeting with us on Friday, it was a very useful session. As promised please find attached the transport note which we have drafted and discussed on Friday. The note briefly outlines the proposals and suggests why a Transport Statement is more appropriate appropriate than an Assessment in accordance with TfL and Oxfordshire guidance docs. Once Once you have had a chance to review we would be grateful for any comments. Please note the meeting minutes for Friday’s meeting will follow shortly. Regards, Carol

AREA SCHEDULE

Project Walton Street

Number 2344

Client Exeter College

Basement

BASEMENT Stage D Area Building Use

Existing Sub Station 20.8 Plant

Lower Learning Commons 153.2 Public

Kitchen 69.7 Kitchen

Servery 7.1 Kitchen

Kitchen Cold Store 5.7 Store

Kitchen Store 7.2 Store

HK / Kitchen Office 14.1 Admin

Kitchen Store 9.8 Store

Laundry Room 13.5 Student Ancillary

Disabled WC 4.3 WC

Female Staff Change 7.6 WC

Male Staff Change 7.5 WC

HK Store 10.8 Admin

IT Office 12.5 Admin

Server Room 10.0 Admin

Archive 135.8 Archive

Secure Archive Room 14.7 Archive

Archive Reading Room 29.7 Archive

Vending Machine 11.2 Public

Plant Room - North Quad 27.0 Plant

Plant Room - Mezzanine 77.8 Plant

Male WC 8.3 WC

Female WC 9.6 WCFemale WC 9.6 WC

Disabled WC 3.3 WC

Student Commons Room 47.6 Student Ancillary

Plant Room 96.9 Plant

Room Net Area 815.7

Circulation 4.9 Circulation

5.4 Circulation

5.7 Circulation

49.1 Circulation

15.7 Circulation

8.5 Circulation

6.2 Circulation

7.6 Circulation

NIA 918.8

GIA 1015.0

GEA 1638.9

AREA SCHEDULE


Number 2344


Ground Floor + Hanging Rm

GROUND FLOOR Stage D Area Building Use

Porters Lodge 41.9 Admin



Upper Learning Commons 104.4 Public

Teaching Room 18.2 Teaching



Teaching Room/ Admin 19.0 Teaching

Music Room 18.7 Teaching

Male WC 12.7 WC

Female WC 10.9 WC

Cloakroom 7.9 Public

Projection Room 6.4 Public

Hall 130.8 Public

Hall Store 16.7 Store

Mezzanine Level 77.0 Public

Female WC 11.9 WC

Disabled WC 3.6 WC

Fellow's Study 15.7 Teaching


Seminar Room 22.3 Teaching

Seminar Room 62.0 TeachingSeminar Room 62.0 Teaching

Seminar Room 30.3 Teaching

Admin Room 11.6 Admin

Ruskin Room 71.2 Teaching

Plant Room - Suspended 32.6 Plant

Hanging Room 29.4 Teaching

Room Net Area 855.1


South Quad Collinade 71.2 Circulation



North Quad Collinade 29.5 Circulation


Hall Circulation 30.7 Circulation


NIA 1043.3

GIA 1160.0

GEA 1262.0

AREA SCHEDULE


Number 2344


First Floor

First Floor No. Area Stage D Area Building Use

Student Rm - T1 16.0 13.9 222.4 Student Rm



Student Rm - T4a 1.0 15.2 15.2 Student Rm





Student Rm - T8 3.0 18.7 Student Rm

19.7 Student Rm

18.0 Student Rm

Disabled Rm - D1 1.0 21.0 21.0 Student Rm


Guest Bedroom 1.0 27.2 27.2 Student Rm

HK Store 1.0 10.2 Store


Family Kitchen 1.0 34.1 Kitchen

Store 6.0 Store

Room Net Area 610.4

Circulation

Circulation 188.0Circulation 188.0

NIA 798.4

GIA 963.0

GEA 1066.0

AREA SCHEDULE


Number 2344


Second Floor

First Floor No. Area Stage D Area Building Use




Student Rm - T4a 1.0 15.2 15.2 Student Rm





Student Rm - T8 3.0 19.1 Student Rm

18.2 Student Rm

18.7 Student Rm



Guest Bedroom 1.0 27.2 28.5 Student Rm



Family Kitchen 1.0 34.1 Kitchen

Store 6.0 Store

Room Net Area 612.3

Circulation

Circulation 188.0Circulation 188.0

NIA 800.3

GIA 963.0

GEA 1066.0

AREA SCHEDULE

Walton Street

Project 2344

Number Exeter College

Client Third Floor

Third Floor Stage D Area Building Use






1.0 14.7 14.7 Student Rm

1.0 13.7 13.7 Student Rm

1.0 21.3 21.3 Student Rm



Kitchen 6.1 Kitchen

Prep Kitchen 8.5 Kitchen

Female WC 3.0 WC

Male WC 3.0 WC


Fellow's Study 23.7 Tesching

Fellow's Study 22.8 TeachingFellow's Study 22.8 Teaching

Senior Commons Room 36.7 SCR

Store 1.8 Store

Room Net Area 391.2


NIA 522.9

GIA 610.0

GEA 671.0

AREA SCHEDULE


Number 2344


Fourth Floor

Second Floor Stage D Area Building Use

Fellows' Set 1.0 41.1 41.1 Fellows' Set

Junior Deans Rm 1.0 31.1 31.1 Fellows' Set

Fellows' Set 1.0 49.1 49.1 Fellows' Set

Room Net Area 121.3


NIA 188.3

GIA 304.0

GEA 342.5

AREA SCHEDULE


Number 2344


STAGE D

Floor Level NIA sqm

Basement 918.8

Ground Floor 1043.3

First Floor 798.4

Second Floor 800.3

Third Floor 522.9

Fourth Floor 188.3

TOTAL 4272.0

Floor Level GIA sqm

Basement 1015.0

Ground Floor 1160.0

First Floor 1066.0

Second Floor 963.0

Third Floor 610.0

Fourth Floor 304.0

TOTAL 5118.0

Floor Level GEA sqm

Basement 1638.9Basement 1638.9

Ground Floor 1262.0

First Floor 1066.0

Second Floor 1066.0

Third Floor 671.0

Fourth Floor 342.5

TOTAL 6046.4

AREA SCHEDULE


Number 2344


Area Type No.

Teaching Rm 3

Music Rm 1

Seminar Rm 3

Ruskin Rm 1

Admin 1

Porters Lodge 1

Fellow's Studies 6

Fellow's Sets 2

Junior Deans Rm 1

Student 90

Public 6

Archive 1

Store 14

WC 12

Plant 3

Student Ancillar 1

Laundry Room 1

Family Kitchen 3

Kitchen 1

Area Type Sqm

Teaching Rm 74.1

Music Rm 18.7Music Rm 18.7

Seminar Rm 114.6

Ruskin Rm 71.2

Hanging Rm 29.4

Admin 133.4

Fellow's Studies 34.6

Fellow's Sets 90.2

SCR 36.7

Student 1352.1

Public 490.9

Archive 180.2

Store 276.4

WC 85.7

Plant 255.1

Common Rm 47.6

Laundry Room 13.5

Family Kitchen 74.3

Kitchen 76.8


Indicative Demolition PhasingSheet 1

05.02.13 P01 Issued for Information RR NC P01(SK) 094


521/01Jan ‘13 RR NC1:250 @ A11:500 @ A3

K E Y P L A N

W O R C E S T E R P L A C E


initial site access

1 9 8 0 ’ s L I B R A R Y B U I L D I N G

1 9 8 0 ’ s R E S I D E N T I A L B U I L D I N G

1 9 6 0 ’ s R E S I D E N T I A L B U I L D I N G

1 9 6 0 ’ s S I N G L E - S T O R E Y B U I L D I N G

1 9 1 2 R U S K I N B U I L D I N G

1 9 3 0 ‘ s R U S K I N B U I L D I N G

W A

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M O V E M E N T 1Create access to site through 1960’s parking bay at

ground floor by removal of brick infill panels

M O V E M E N T 2Demolish 1980’s Library Building and grub out base

slabs and foundations. Demolition arisings crushed and used to back-fill library basement to form piling mat.

Demolish 1960’s Library Building and grub out base slabs and foundations. Demolition arisings crushed and

used to back-fill library basement to form piling mat.

M O V E M E N T 3

B.Anticipated plant to be: crushing plant, small dumper and excavator with pecker.

A.Existing brick walls removed at ground level to provide through-access from Worcester Place to existing central courtyard.

C.Temporary works to existing stone boundary wall to Contractor’s details and design.

D.1980’s Library and Residential Buildings separated by movement joint along line shown.

E.Void visible between existing Library and ad-jacent Worcester College building therefore assumed buildings are structurally independ-ent (to be confirmed by Contractor on site).

F.Weatherproofing to exposed face Contractor’s details (if required).

G.1960’s Single Storey Building RC structure is tied into Ruskin Building masonry wall. Any temporary works required during demolition to Contractor’s design.

B

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demolition arisings

crushed material

crushed materialdemolition arisings

crushed material





521/01Jan ‘13 RR NC1:250 @ A11:500 @ A3

M O V E M E N T 4



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M O V E M E N T 5 Demolish 1960’s Residential Building, grub out base

slabs and foundations. Back fill basement areas to create piling mat.

M O V E M E N T 6 Demolish 1930’s Ruskin extension including facades. Grub out base slabs and foundations, and back-fill to

piling mat level or cart off arisings as required.

Deconstruct structure behind front facade of 1912’s Ruskin Building. Install temporary works to each floor to

restrain facades and grub out base slabs and founda-tions. Back-fill to form piling mat or cart away arisings as

required.

M O V E M E N T 7

I.Weatherproofing to exposed face to Contractor’s details.

H.Movement joint visible on site between struc-tures. It is assumed that adjacent building is structurally independent - to be confirmed by Contractor on site.

J.Movement joint visible between 1980’s and 1960’s structures. It is assumed that each building is structurally independent - to be confirmed by Contractor on site.

K.1960’s RC framing to staircase appear to tie into 1930’s Ruskin Building masonry wall at location shown. Any temporary works required during demolition to Contractor’s details.

M.Carefully demolish facades to minimise damage to adjacent 1912 Ruskin Building retained facade.

L.Following demolition of 1980’s Residential Building, site access provided through open-ing created. Space for site accommodation/storage etc. could be pro-vided here.

N.Existing substation to be replaced by tempo-rary substation within courtyard prior to demolition of 1912 Ruskin Building

O.Carefully deconstruct southern gable end and chimneys of 1912 Ruskin Building to allow for future reconstruction in proposed scheme.

P.Mini piling rig installs piles to support facade retention structure.

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dem

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dem

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risin

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dem

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demolition arisings

crus

hed

mat

eria

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crus

hed

mat

eria

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crushed materialcrushed material

crushed material

crushed material crushed material

crus

hed

mat

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off s

ite (i

f req

uire

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crus

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lta

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uire

d)

Demolish 1980’s Residential Building, grub out base slabs and foundations. Crush arisings and backfill library

basement and/or courtyard to form piling mat.

site access





521/01Jan ‘13 RR NC1:250 @ A11:500 @ A3

excavated material

excavated materialcarted away

M O V E M E N T 8


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R.Southern braced tower sits adjacent to existing/proposed substation location to minimise impact and provide working room.

Q.Braced towers which laterally restrain wind trusses at each floor level spanning between.

S.Wind truss at location shown cantilevers on plan and elevation to restrain facade above existing/proposed substation location.

T.Temporary working platform at street level erected to accommodate a loading bay to allow excavated material to be removed from site. Platform could be supported plunge col-umns and perimeter capping beam or alter-natively could be formed from graded earth embankment.

V.Potentiallty low headroom and restrictive access around facade retention steelwork. Piled wall construction and temporary works design to be coordinated.

U.Requirement for temporary propping and dewatering to piled wall to Contractor’s de-tails.

W.RC frame built up around facade retention towers with wind trusses being removed as each level progresses to maintain lateral restraint to Ruskin Building facade through-out construction of frame. Facade retention towers deconstructed and RC slabs infilled once all wind trusses have been removed.

X.Southern facade of Ruskin Building rebuilt and tied back to new RC frame.

Y.Indicative crane position.

Z.Indicative site storage area located where RC frame extends only to ground floor level (i.e. Auditorium and North Quad).

Facade retention scheme installed, piling mat installed at approximately +60.00m throughout site. Refer to (SK)

021 for indicative scheme details.

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M O V E M E N T 9


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Install perimeter secant piled wall

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Dig out basement to proposed foundation level as required (+55.400m to +56.100m) with material carted

away from site. Substation transferred back to basement at southern side of Ruskin Building.

TV

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M O V E M E N T 1 1


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Construct RC frame and remove facade retention as frame progresses.

EXETER COLLEGE OXFORD - People · 2013-12-24 · Exeter College Oxford N W o r c e s t e r P l a c...

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