BIRMINGHAM CITY CENTRE PUBLIC REALM 2022

Concept design drawings Rev 03. October 2019

1 Notice

This document and its contents have been prepared and are intended solely for Birmingham City Council’s information and use in relation to the Options Appraisal of the Enterprise Zone - City Centre Connectivity project.

Atkins Transportation assumes no responsibility to any other party in respect of or arising out of or in connection with this document and/or its contents.

Document history

Job number: Revision Purpose description Originated Reviewed Authorised Date

00 First Issue RH & GC GW EZ 12/06/19

01 Changes to surface material RH&GC GW EZ 17/06/19

02 Materials palette added RH&GC GW EZ 21/06/19

03 Updated as per clients comments AM&GC GW EZ 11/10/19

Client signoff

Client Birmingham City Council Project City Centre Connectivity and Public Realm Document title Enterprise Zone Options Report

Job no. 5188466 Copy no. 00 Document reference 5188466 - 003

2 Contents

KEY PLAN 4

Street Designs

01. VICTORIA SQUARE 5

02. COLMORE ROW/WATERLOO STREET 6

03. CHAMBERLAIN SQUARE, EDEN PLACE 7

04A & 04B. NEW STREET, ETHEL STREET, LOWER TEMPLE STREET 8

05. BENNETT’S HILL 11

06. TEMPLE ROW, TEMPLE ROW WEST 12

07. HIGH STREET 13

08. UNION STREET, UNION PASSAGE, WARWICK PASSAGE 14

09. CANNON STREET & NEEDLESS ALLEY 14

10. TEMPLE STREET 15

11. MATERIALS PALETTE 16

12. TECHNICAL INFORMATION 24 3 KEY PLAN

TEMPLEROW WEST STPHILIP’S CA - THEDRAL

BENNET’S HILL

EDEN PLACE TEMPLE ROW

CHAMBERLAIN COLMORE ROW SQUARE

BENNET’S HILL

UNION

WATERLOO STREET FORGE NEEDLESS ALLEY STREET STREET WARWICK VICTORIA SQUARE PASSAGE TEMPLE STREET CANNON STREET

NEW STREET

UNION PASSAGE

NEW STREET

HIGH STREET

BIRMINGHAM NEW STREET STATION THE BULL RING

4 Eden Place

01 . VICTORIA SQUARE

6 Colmore Row

Semi-permanent HVM measures to be used during major events 6 01 Existing yorkstone paving skirt around 5 Street Location the Council House to be maintained and cleaned

Council House Raja Monkey

9 Purecraft Bar & Kitchen 1 3 6

Birmingham 10 Adam’s Museum & Art Restaurant Gallery

9 Waterloo Street 7

5 1 6 Min. 1.5m clearance from the facade 4 provided in the spill-out areas Milner < Paradise 2 8 8 Browne Development

Queen Victoria HVM as proposed Statue 1 by Metro 4 8 N < Town Hall Nandos 5 15 35m

Proposed scheme by Metro New Street

HVM as proposed by < Metro Route > Metro HVM as proposed 1 Mixture of large to small yorkstone and granite paving with subtle banding and linear form to by Metro highlight and compliment historical setting. 2 Refurbishment of water feature by artist Dhruva Mistry. Key Features 3 Rationalised street furniture providing road demarcation. • Design respecting the grandeur and dignity of this important civic space. 4 Proposed trees/ planting/removal of existing (where quality is poor). • Allowing clear vistas and framed views to landmark listed buildings - Town 5 Opportunity for public art and new wayfinding. Hall and Council House. 6 Spill out seating from cafes / restaurants provided along Colmore Row and Waterloo Street. • High quality, understated materials palette. 7 Existing retaining wall to be refurbished. Potential for reducing the height of railings. • Design to allow for a range of events and celebrations. 8 Existing staircase to be refurbished. • Square to extend into adjoining Colmore Row and Waterloo Street 9 Flush surface on Colmore Row and Waterloo Street to extend Victoria Square. forming a larger pedestrian space. 10 Semi-permanent HVM measures to be used during major events. 5 02. COLMORE ROW & WATERLOO STREET

Key Features 02 • Victoria Square treatment extending along approach roads - Colmore Road and Waterloo Street. Street Location • Simple neutral and understated high quality natural stone Bennett’s Hill materials to celebrate historic architectural context. • Pedestrian feel with flush access and subtle demarcation via material palette/street furniture. • Elegant spacious street design transforming from 7 open square to smart cosmopolitan street form. • Granite and yorkstone paving designed to tie together adjoining developments. 2 Centrick Property Birmingham

5 Greenwell Gleeson towards

Seven cathedral Capital Square>

Eden Place Kall Kwik Colmore Row

1 Philpotts

Min. 1.5m clearance from the facade provided in the spill-out areas Waterloo Street 4 Lava Lounge

3 8 N Chung Ying Central 7 Bar & Restaurant Sidney 5 15 35m 6 Mitchell LLP

1 Raja Monkey 1 1 Footway to be yorkstone / granite, flush with carriageway. 2 Mixture of large to small yorkstone and granite paving with subtle banding. Adam’s 3 Victoria 4 Restaurant Carriageway on Bennett’s Hill to be asphalt with aggregate mix and Waterloo Street. Square Waterloo Street 4 9 Spill out seating from cafes / restaurants provided along Colmore Row and Waterloo Street. 2 5 Street furniture providing road demarcation, including incorporation of new cycle stands. 8 6 Opportunity for public art and new wayfinding. 7 HVM with drop bollard accessibility. 8 Flush kerb along Colmore Row and Waterloo Street. 6 9 Semi-permanent HVM measures to be used during major events. 03. CHAMBERLAIN SQUARE & EDEN PLACE

03

Street Location

Edmund Street Security hub to be removed 3

4

3

Eden Place Edwardian Tea Rooms 2 2 6 Existing tram tracks to be maintained ChamberlainSquare

6 1 Telephone boxes retained in current position

5 Birmingham 1 Museum & Art Gallery

Colmore Row N 5 15 35m < towards Paradise Development & Centenary Square

Key Features: 1 Granite and yorkstone paving to tie in with Paradise Development and Victoria Square proposals. • High quality natural stone respecting historic context. 2 Feature paving to highlight building entrances. • Generous, open pedestrian feel with clear unobstructed route. 3 HVM with drop bollard accessibility. • Footway to be granite paving with feature banding. 4 Existing tree retained. • Rationalisation of cycle parking and bollards. 5 Access maintained to underground car park. • De-cluttering of existing street furniture. 6 Existing kerb (no change to the existing) • Lighting columns retained subject to agreement. 7 04A. NEW STREET, ETHEL STREET & LOWER TEMPLE STREET

Nandos

Ask Italian Hill Bennett’s 3 13 < towards Victoria Square 11 1 Moss Bros 11 Temple Street 2 1 New Street Tesco Needless Alley Port Office Metro Vaults 12 Byron 5 9 6 Wagamama 7 13 Min. 1.5m clearance from the facade provided in the spill-out areas Flush kerb as existing Bella Italia 11 12 Superdrug Ethel Street 12 11

4 Flush kerb as existing Starbucks Coffee 12 14 Watches of Switzerland 7

4

Piccadilly Arcade

N

5 15 35m Lower Temple Street 11

1 Footway / frontage surfacing in granite flags; detail in yorkstone to tie with surrounding areas. Key Features: 2 Subtle central ‘feature’ pathway using contrasting paving to frontage surfacing. • An elegant spacious street, transforming into quieter intimate side streets either side. 3 HVM measures. • Paving palette composed of granite paving, with introduction of yorkstone to tie in 4 Proposed small containerised trees. with other streets in key locations. 5 Temple Street to Bennett’s Hill loop open for occasional access. • A simple palette of high quality materials, for durability and understated 6 Flushed kerb to be introduced between Bennett’s Hill and Temple Street. characterful design. 7 Existing trees - crown lifted and thinned. • Central feature path - a rich mix of materials, in-ground lighting and public art. • Simple uncomplicated natural stone pavement as link to buildings. 8 Metro route. • Trees provide green aerial canopy to street activity below. 9 Existing feature space - ‘‘Elipse’’ 10 Central terraced ‘street rooms’ defined by stepped edges. 11 Space provided for loading. 8 04B. NEW STREET, ETHEL STREET & LOWER TEMPLE STREET

12 Spill out seating from cafes / restaurants provided. 13 New cycle stands. 14 Decluttered and unobstructed way through for pedestrians between Birmingham New Street and Colmore Row district. Street Location 04A 04B

Cannon Street

Corporation Street

3

2 Clarks 9 1 8 3 Carphone Watches of Warhouse Switzerland 11 13 Union Passage Britannia Hotel

10 New Street 11 HSBC 13

7

Footway / frontage surfacing in granite flags; detail in yorkstone to tie with surrounding areas. Buffet 1 Waterstones House Buffet 1 Subtle central ‘feature’ pathway using contrasting paving to frontage surfacing. Stephenson Street 2 House HVM measures. 13 Proposed small containerised trees. Odeon Cinema 11 Temple Street to Bennett’s Hill loop open for occasional access. Flushed kerb to be introduced between Bennett’s Hill and Temple Street. towards The Existing trees - crown lifted and thinned. Bull Ring > Metro route. Flush kerb as existing Existing feature space - ‘‘Elipse’’ N Central terraced ‘street rooms’ defined by stepped edges. 5 15 35m Interface with Bull Ring external area Space provided for loading. 9 05. BENNET’S HILL

< towards Victoria Square 05

Colmore Row Street Location

Tang Interiors

Camargue Bennett’s Hill Group

10 The Lost and Found Restaurant The Wellington Pub New Street Bodega Bar 11 / Cantina 2 9 8

12 Philpotts 7 4 5 Bennett’s Hill3 Waterloo Street The Briar The Cosy Club 6 1 Restaurant The Sun on Rose Pub the Hill Pub

Min. 1.5m clearance from the facade provided in the spill-out areas

5 15 35m N

1 Footways to be yorkstone / granite, flush with carriageway on south part of Bennett’s Hill. 2 Carriageway to be asphalt with aggregate mix. Key Features: 3 Loading / taxi bays, flush with pavement, material pattern demarcation. 4 • Celebrated historic character. Spill-out space for cafe culture and generous pedestrian footway. • Cosmopolitan feeling, clear pedestrian route. 5 New seating and bicycle stands aligned with pedestrian flow. • Generous, clear pedestrian route. 6 Conservation cast-iron lighting columns at 20m centres. • Cafe spill-out space for southern part of Bennett’s Hill. 7 New tree planting / planters for greening, improving street quality. • Footways to be yorkstone / granite, flush with carriageway between New 8 Flush surfacing to south for improved pedestrian experience. Street and Waterloo Street. • Street trees in scale with street. 9 Hostile vehicle mitigation with drop bollard accessibility. • Maintain existing one-way traffic flow 10 Drop kerb northern section of Bennett’s Hill. 11 Existing surface maintained north of Waterloo Street junction. 10 12 Flush kerb between New Street and Waterloo Street. 06. TEMPLE ROW & TEMPLE ROW WEST

06

Street Location

St Phillip’s Cathedral

8

2

1 Temple Row West

4

The Old Joint Stock Pub & Theatre Venue

Temple Row 5 8 7 4 8 Temple Row

6 1 7 N Fumo 5 15 35m

3 WaterlooStreet

1 Footway materials of yorkstone and granite mix. 2 Carriageway to be asphalt with aggregate mix along Temple Row West. Key Features: 3 Traffic bollards with drop bollard accessibility. • Widened footways to provide more generous pedestrianised space. 4 Retained street trees. • Simpler pedestrian navigation of roads with introduced one way system. 5 New lighting columns. • Cosmopolitan feeling of walkable city. 6 Opportunity for enhanced wayfinding. • Enhance character around St Phillip’s Cathedral. 7 Retained motorcycle parking. • Yorkstone and granite paving mix to fit with conservation area. 8 Existing yorkstone retained.

11 07. HIGH STREET

Street Location 07 Vodaphone

PC World New Street 5 Barclays

Union Street 1 < towards The Bull 5 4 Pandora Ring 8 3 High Street Burger King 5

8 Waterstones 5

H&M 6 2 6

3 6 7

Marks & Spenser

5 15 35m N

Key Features: 1 Granite material tie in with Bull Ring development surfacing. 2 Reconfigured kerb layout with defined loading bays. • Simplified public realm layout. • More spacious and elegant feel. 3 Flush surfaces to retain pedestrianised feel. • High quality durable materials to tie in with Bull Ring development. 4 Opportunity for extension of wayfinding information. • Reconfigured kerb layout to provide more comfortable pedestrian circulation. 5 New tree planting proposed to improve quality of the public realm. • Loading permitted outside of 7am to 7pm. 6 Existing trees retained, layout rationalised with new tree planting. • Pedestrian feel with flush access and subtle demarcation via material 7 Hostile vehicle mitigation with drop bollard accessibility, or opportunity for HVM planters. palette/street furniture. 8 Rationalised street furniture layout.

12 08. UNION STREET, UNION PASSAGE & WARWICK PASSAGE

08 Street Location

4

Euro Exchange The Perfume 3 Shop 1

Argos

Corporation Street Warren James Jewellers Santander 2 Union Street

Warwick Passage 5 Burger King 5 DHL Delivery 6 5 Easy Gym Service

The Deli Bar 1 1

Pandora N 5 15 35m High Street

Union Passage

Key Features: 1 Flush surfaces of granite and concrete paving mix, tie in with High Street.

• Unified and simplified street and passageway treatments. 2 HVM with drop bollard accessibility. • Updated streetscape with modern and urban character. 3 Loading bays defined by surface materials palette. • Lighting and material enhancement for feeling of safety and security. • Clear, pedestrian friendly design. 4 Existing tree retained. • Loading permitted outside of 7am to 7pm restriction. 5 New tree planting to help create clear street character. 6 Rationalised street furniture layout.

13 09. CANNON STREET & NEEDLESS ALLEY

1

2 09

4 Street Location Temple Row Temple 3 Raised kerb as existing

New Street

White Stuff

Jigsaw Arthur Price of 5 Needless Alley England Cathedral 1 Square

Jack Wills

6

Slaters 2 The Windsor

Flush kerb, potential to retain 4 existing, pending highway study Cannon Street Toni & Guy

5 15 35m

N

Davids Bridal The Studio 3 Key Features Fore Street surface retained • Reconfigured layout to provide more comfortable and generous pedestrian space and circulation.

Cancer Mint • Elegant and smart rationalised design. Research UK nail & beauty Fore Street Berketex xx • High quality durable materials to tie in with wider area. Bride 6 • Loading permitted outside of 7am to 7pm restriction in demarcated areas only towards south. 5

Raised kerb as existing

1 Granite & concrete paving mix . 2 Flush surface pedestrian zone. 3 Hostile vehicle mitigation with drop bollard accessibility. 4 Street furniture to provide additional basement protection. 5 Existing yorkstone to be cleaned and broken slabs replaced. 6 Tarmac with exposed aggregate carriageway. 14 10. TEMPLE STREET

10 Waterloo Street

New Street New Street Location Temple Passage

Moss Bros

The Botanist

Tony Gee and 4 Partners LLP

3 Tesco 7

Metro Temple Street Row Temple San Carlo Cathedral 5 2 Square Fumo Evans Cycles 1 8 6 9 Flush kerb Somerset House Garage The Ivy Temple Row

5 15 35m N

Key Features: 1 Footways in yorkstone and granite flags. • Celebrated historic character. 2 Carriageway to be asphalt with aggregate mix. • Pedestrian feel with flush access and subtle demarcation 3 Existing building mounted public art to be referenced with accompanying information about the sculpture. via material palette/street furniture. • Simple understated quality, with footway of yorkstone 4 Existing loading bay retained and reconfigured to provide greater space at intersection, defined by material palette. and granite mix. 5 Cycle stands to be provided in the vicinity of cycling stores. • Carriageway to be asphalt with aggregate mix. 6 Existing taxi bay relocated to nearby Temple Row. • Loading permitted outside of 7am to 7pm 7 HVM with drop bollard accessibility. restriction. 8 Flush street level, on upper section of Temple Street to become part of two way flow of traffic during unrestricted times. 9 Traffic bollards with drop bollard accessibility. 15 11. MATERIALS PALETTE

11.1 NATURAL STONE - YORKSTONE

Yorkstone and granite mix in Bristol City Centre.

Yorkstone and granite mix in Bristol City Centre. Yorkstone and granite mix in buff colours. Yorkstone and granite mix at the pavement/carriageway interface.

16 11. MATERIALS PALETTE

Visualisation of New Street.

17 11. MATERIALS PALETTE

11.2 NATURAL STONE - GRANITE

Granite paving at 3 Wellington Place, Leeds.

Granite paving in buff shades. Granite and yorkstone interface. Granite paving with variety of sizes deliniate different functions. Brighton.

Granite colour variants.

18 11. MATERIALS PALETTE

Mariahilfer Strasse - Vienna longest and busiest shopping street.

19 11. MATERIALS PALETTE

11.3 CONCRETE PAVING

Example of creative paving patterns and mixes. Combined concrete block and flag textured paving. Wide variety of slab sizes. Colour variants.

20 11. MATERIALS PALETTE

11.4 CARRIAGEWAY

Buff coloured aggregate road surface. Cornmarket Demarcation studs for cycleway. Tarmacadam road surface with with exposed aggregate Granite kerb. Street, Oxford.

21 11. MATERIALS PALETTE

11.5 STREET FURNITURE

Timber contemporary benches. Stone furniture could support HVM provision. Stone and timber linear benches/ditting walls. Urban chairs.

22 11. MATERIALS PALETTE

Bespoke, contemporary street furniture units.

23 100 KEY: 12. TECHNICAL INFORMATION SCHEME EXTENTS Millimetres 12.1 PROJECT AREA PLAN 10 0

COLMORE ROW ST. PHILIP'S CATHEDRAL DO NOT SCALE NEWHALL STREET

EDMUND STREET

CHERRY STREET

BULL STREET SAFETY, HEALTH AND ENVIRONMENTAL TEMPLE ROW INFORMATION In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following significant residual risks (Reference shall also be made to the design hazard log). Construction NONE

Maintenance / Cleaning NONE

UNION STREET WATERLOO STREET Use NONE VICTORIA SQUARE Decommissioning / Demolition NONE

CARRS LANE

TOWN HALL

CORPORATION STREET

PINFOLD STREET

HIGH STREET NEW STREET

P01 26/04/19 FIRST ISSUE PW PW TVDH

Rev. Date Description By Chk'd App'd

STEPHENSON STREET Drawing Status Suitability FOR INFORMATION S2

Woodcote Grove Ashley Road Epsom Surrey KT18 5BW Tel: +44 (0)1372 726140 Fax: +44 (0)1372 740055 Copyright C Atkins Limited (2017) www.atkinsglobal.com

Client

NEW STREET STATION

Project Title CITY CENTRE PUBLIC REALM CONNECTIVITY AND PUBLIC REALM Drawing Title

PROJECT AREA PLAN

Scale Designed / Drawn Checked Approved Authorised 1:1250 PW PW TVDH TVDH Original Size Date Date Date Date A1 08/02/19 08/02/19 29/03/19 29/03/19 Drawing Number Project Ref. No. Project Originator Volume 5188466 5188466-ATK-HGN-DR-C-0001 Revision

This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown copyright. P01 Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. Birmingham City Council 100021326 2017 Location Type Role Number Plotted by: will7512 Date: Apr 26, 2019 - 10:09am 24 STATION STREET 12. TECHNICAL INFORMATION

12.2 2D SCHEME LAYOUT

25 NEWHALL STREET CLASSIFICATION - Base Line (Low Risk) COLMORE ROW 100 DO NOT SCALE Pillar T033 T034 KEY (not to scale)

CORNWALL STREET 12. TECHNICAL INFORMATION T035 Category A tree Bishop Gore Statue Millimetres TEMPLE ROW WEST G036-A Category B tree 12.3 TREE CONSTRAINTS PLAN 1 OF 2 COLMORE ROW G036-B EDMUND STREET

10 Category C tree

0 G036-C TCB

G036-D Category U tree TCB Burnaby Wellington Passage G036-E Memorial Root Protection Area (RPA) Posts 140.5m Unett Memorial Rising Bollard T032 TCB (dis) BENNETT'S HILL Eden Place T/G/H001 Tree/group/hedge TEMPLE ROW reference number TCB (dis)

TCB (dis) G036-F CHAMBERLAIN SQUARE G036-G SHEET LAYOUT

135.0m TCB THE TCB REET PRIO ST TCBs RY QUEENSWAY TCB (dis) TCB DMUND E

134.7m COLMORE ROW TCBs B ULL

Tunn S S T T R PH el E E IL T IP ' s 132.6m S P ost W LA Of P O C k E Line l LB E R a NEWH OR T M ry W EE OL io A C r L P L STREE Pillar OW T033 T034 R T LE MARGA MP TE CORNWALL STR 134.7m T035 137.5m RET STRE TCBs W Bishop Gore RO Statue ET E TEM OR G036-A LM WATERLOO STREET PLE CO UND STREET M RO G036-B

ED W

WE

S G036-C TCB T G044-E G036-D INSET G044-D Ps TCB Burnaby W G036-E elli Memorial G044-C

n Ps gt o Posts 140.5m n Pass Unett Memorial sts o G044-B P Ps f O ESS Rising Bollard e in T032 B L El Sub Sta D ag TCB (dis) E G044-A B Eden Pl NN e ULL E EN E TEMPLE ROW CHE S T AL T G036-H TREE ace D TCB (dis) W 'S LB R

HI RY BERLAIN SQUARE T E RO LL Post AM TCB (dis) STRE H G036-F C G036-G TCB (dis) OLMOR T C ET TCBs

REE WATERLOO STREET ST

El Sub Sta E Ps Ne w C EMPL a T n n LBs 139.6m o n P LB AGE a SS ssag PA EET RLOO STR e ATE W RLOO ATE ASSAGE T W E P NEW M PL Y EE T EETING STR EM E R E T L ET T T031 L ay S EET A W

T030 TRE S ION STRE S S T au T037 e Joseph Chamberlain T029 E A n L NON rti Memorial D N OR a T028 E P M HIGH E CA Chamberlain Square N OR Tu SHEETB 1 C n Fns E nel NNE PsFore S Union Street TT' tree

PARADISE CIRCUS QUEEN S HI t T039 T027 T038 TCBs Victoria Square W a TEMPLE STREET LL rwi 127.4m PASSAGE c T026 FIRE OFFICE k P as TCBs s Queen Victoria age CARRS LANE Statue T025

T024 y e l

Al S WA ss sage T040 e s Y NEW STREET Pa Posts SHEETn 2 io Needl n U Posts T041 T017 T016 T023 TCBs NEW T022 STREET T015 T042 T021 LBs T014 STREET T020 t e e NEW STREET r

PARADISE St h Ps g Hi t e T018 LB T012

Stre

l

e

LBs th TCBs et T010 PINFO E tre

LD STREE le S TCB p T007 E C T043

Tem LA TCB T P NEW S T005

wer T T013 REET Lo TCB T019 NSON T003 STEPHENSON STREET E 128.9m H TCB T001 HI P T011 LL STRE E T 129.8m S T009 TCBs STEPHENSON STREET T008 E 125.3m 129.2m T T006 EET STR T004

nnel SWALLOW TCB Line Of Posts Tu T002 nnel Tu SL 124.7m ET TRE l Tunne VIGATION S NA WORCES (BELOW) BRUNEL AY STRE T SW ET ER WATERLOO PASSAGE UEEN S Q ST T MARTIN' R SL SL S EET

124.4m dy B SL rd INSET W SL WATERLOO STREET

T031 TEMPLE PASSAGE T030 T029 T028

NEEDLESS ALLEY Fns BENNETT'S HILL

P01 20/05/19 ORIGINAL AA TD TD Victoria Square T027 Rev. Date Description By Chk'd App'd

Drawing Status Suitability T026 FIRE OFFICE PASSAGE FIT FOR INFORMATION S2 Queen Victoria Statue T025 The Axis 10 Holliday Street B1 1TF 1TG T024 Tel: +44 (0)121 483 5000 INSET Fax:+44 (0)121 483 5252 T017 www.atkinsglobal.com T016 C SNC-Lavalin (2019) NEW STREET NEW STREET Client

Needless Alley

NEW STREET T017 T016 T023 TCBs NEW STREET T022 T015Project Title T018 LBs T021 T020 CITY CENTRE PUBLIC REALM NEW STREET

PARADISE STREET Drawing Title

TREE CONSTRAINTS PLAN T018 SHEET 1 OF 2 5188466

LBs Scale Designed Drawn Checked Authorised 1:500 AA TD TD Ethel Street PINFOLD STREET Original Size Date Date Date Date Lower Temple Street A1 20/05/19 20/05/19 20/05/19 T019 Scale 1:500 Drawing Number Revision

10m 0m 10m 20m 30m 5188466-ATK-ARB001 P01 Internal Project Number: CLASSIFICATION - Base Line (Low Risk)

26 Lower Temple Street CLASSIFICATION - Base Line (Low Risk) G044-E 100 DO NOT SCALE G036-D G044-D Ps Burnaby INSET KEY (not to scale) G036-E Memorial G044-C 12. TECHNICAL INFORMATIONPs Unett Memorial G044-B Category A tree Ps Line Of Posts G044-A

Millimetres BULL STREET TEMPLE ROW Category B tree 12.4 TREE CONSTRAINTS PLAN 2 OF 2 G036-H CHERRY STREET LB G044-E Post

10 G036-F G044-D Category C tree G036-G Ps 0 G044-C TCBs Ps Category U tree Ps G044-B New Cannon Passage Ps Line Of Posts G044-A Root Protection TEMPLE STREET LBs Area (RPA) G036-H CHERRY STREET LB Post T/G/H001 Tree/group/hedge reference number

Way T037 SHEET LAYOUT

T 135.0m TCB TH TCB EE E TR PRIORY TCBs Q ND S TCB UEE U NSWAY DM E

134.7m TCBs B ULL

Tunn S S T T R PH el E E IL T IP ' s 132.6m S P ost W LA Of P O C k E Line l LB E R a HIGH STREET NEWH OR T M ry W EE OL io A C r L P Martineau L STREE Pillar OW T033 T034 R T LE MARGA MP TE CORNWALL STR 134.7m T035 137.5m RET CANNON STREET STRE TCBs W Bishop Gore RO Statue ET E TEM OR G036-A LM PLE CO UND STREET NEEDLESS ALLEY M RO G036-B ED W

WE

S G036-C TCB T G044-E G036-D INSET CORPORATION STREET G044-D Ps TCB Burnaby W G036-E elli Memorial G044-C

n Ps gt o Posts 140.5m n Pass Unett Memorial sts o G044-B P Ps f O ESS Rising Bollard e in T032 B L ag D TCB (dis) E G044-A B Eden Pl NN e ULL E EN E TEMPLE ROW CHE S T AL T G036-H TREE ace D TCB (dis) W 'S LB R

HI RY BERLAIN SQUARE T E RO LL Post AM TCB (dis) STRE H G036-F C G036-G TCB (dis) OLMOR T C ET TCBs

REE WATERLOO STREET ST

El Sub Sta E Ps Ne w Fore Street C EMPL a T n n LBs 139.6m o Ps n P LB AGE a SS ssag PA REET RLOO ST e ATE W RLOO ASSAGE T WATE E P NEW M PL Y EE T EETING STR EM E R E T L ET T T031 L ay S EET A W

T030 TRE S ION STRE S S T au T037 e Joseph Chamberlain T029 E A n L Union Street NON rti Memorial D N OR a T028 E P M HIGH E CA Chamberlain Square N OR Tu SHEETB 1 C n Fns E nel NNE PsFore S Union Street TT' tree

PARADISE CIRCUS QUEEN S HI t T039 T027 T038 TCBs Victoria Square W a LL rwi 127.4m ASSAGE c T026 FIRE OFFICE P k P as TCBs s Queen Victoria age CARRS LANE Statue T025

T024 y e l

Al S WA ss sage T040 e s Y NEW STREET Pa T039 Posts SHEETn 2 io Needl n U Posts T041 T017 TCBs T016 T023 TCBs NEW T022 STREET T015 T042 T021 LBs T014 STREET T020 t e T038 e NEW STREET r

PARADISE St h Ps g Hi T018 T012

Street Warwick Passage LBs TCBs et T010 PINFO Ethel tre

LD STREE le S TCB p T007 E C T043

Tem LA TCB T P NEW S T005

wer T T013 REET Lo TCB T019 NSON T003 STEPHENSON STREET E 128.9m H TCB T001 HI P T011 127.4m E LL STRE T 129.8m S T009 TCBs STEPHENSON STREET T008 E 125.3m 129.2m T T006 EET STR T004

nnel SWALLOW TCB Line Of Posts Tu T002 nnel Tu SL 124.7m ET TRE l Tunne TCBs VIGATION S NA WORCES (BELOW) BRUNEL AY STRE T SW ET ER UEEN S Q ST T MARTIN' R SL SL S EET

124.4m dy B SL rd INSET W SL

T040

Needless Alley Union Passage T041 T017 T016 P01 20/05/19 ORIGINAL AA TD TD

T015 T042 Rev. Date Description By Chk'd App'd

T014 Drawing Status Suitability

NEW STREET FIT FOR INFORMATION S2

Ps The Axis High Street 10 Holliday Street B1 1TF 1TG T012 Tel: +44 (0)121 483 5000 Fax:+44 (0)121 483 5252 TCBs www.atkinsglobal.com T010 C SNC-Lavalin (2019)

Client T007 T043 TCB NEW STREET T005 T013 TCB Project Title 128.9m T003 TCB T011 T001 CITY CENTRE PUBLIC REALM

Drawing Title STEPHENSON PLACE T009 TCBs

STEPHENSON STREET T008 129.2m TREE CONSTRAINTS PLAN SHEET 2 OF 2 5188466 T006 Scale Designed Drawn Checked Authorised 1:500 AA TD TD T004 Original Size Date Date Date Date A1 20/05/19 20/05/19 20/05/19 Scale 1:500 Drawing Number Revision T002 Line Of Posts 10m 0m 10m 20m 30m 5188466-ATK-ARB001 P01 Internal Project Number: CLASSIFICATION - Base Line (Low Risk) 27 12. TECHNICAL INFORMATION

12.5 2D SCHEME LAYOUT WITH AUTOTRACK

28 100 NEWHALL NOTES: KEY: STREET

1. THE LAYOUT SHOWN IS FOR INDICATIVE AND FOR DISCUSSION PURPOSES PROPOSED KERBLINE ONLY LINKED12. TO TECHNICAL THE ASPIRATION TO INFORMATION 'EXTEND' VICTORIA SQUARE. CHANGES TO EXISTING KERBLINE REQUIRED 2. ALL MOVEMENTS HAVE BEEN ASSESSED USING A 7.5T PANEL VAN TO ALLOW TWO-WAY FLOW AND LEFT TURN (DIMENSIONS FOR WHICH ARE SHOWN IN KEY). SWEPT PATHS ASSESSED USING: 3. AT THIS STAGE NO ASSESSMENT HAS BEEN UNDERTAKEN TO CONFIRM THE MOVEMENTS INTO NEWHALL STREET

Millimetres EXTENT OF THE EXISTING HIGHWAY BOUNDARY. 4. THE LAYOUT SHOWN REQUIRES COLMORE ROW TO BECOME SUBJECT TO TWO WAY FLOW (BETWEEN THE JUNCTIONS WITH NEWHALL STREET / 12.6BENNETTS ASSESSMENT HILL AND EDEN FOR PLACE). TURNING HEADS ON COLMORE ROW AND WATERLOO STREET 5. THE LAYOUT SHOWN REQUIRES WATERLOO STREET TO BECOME SUBJECT TO TWO WAY FLOW (BETWEEN THE JUNCTIONS WITH COLMORE ROW AND 10 BENNETTS HILL).

0 6. THE LAYOUT SHOWN REQUIRES THE REMOVAL / RELOCATION OF THE EXISTING TAXI RANK AND ON CARRIAGEWAY CYCLE STORAGE ON COLMORE ROW. 7. THE LAYOUT SHOWN REQUIRES THE REMOVAL / RELOCATION OF EXISTING PAY AND DISPLAY BAYS AND DISABLED PARKING BAYS ON WATERLOO STREET. 8. FOR VEHICLES TO ACCESS WATERLOO STREET IT IS ASSUMED THAT LEFT TURN MOVEMENTS WILL BE PERMITTED FROM COLMORE ROW ONTO BENNETTS HILL, WITH BENNETTS HILL BECOMING SUBJECT TO TWO WAY BENNETTS HILL

DO NOT SCALE FLOW (BETWEEN WATERLOO STREET AND COLMORE ROW). THIS IS ON THE BASIS THAT ACCESS WILL NO LONGER BE POSSIBLE VIA THE EXISTING ROUTE OF: TEMPLE ROW WEST, TEMPLE ROW, TEMPLE STREET, NEW STREET AND BENNETTS HILL (DUE TO THE HVM BEING INTRODUCED ON TEMPLE ROW). 9. A NUMBER OF PAY AND DISPLAY PARKING BAYS WOULD NEED TO BE REMOVED / RELOCATED TO ACCOMMODATE TWO WAY FLOW ON BENNETTS COLMORE ROW HILL (BETWEEN WATERLOO STREET AND COLMORE ROW). 10. TO ACCOMMODATE TURNING MOVEMENTS AT THE JUNCTIONS OF COLMORE ROW / BENNETTS HILL AND BENNETTS HILL / WATERLOO STREET IT WOULD BE NECESSARY TO REMOVE / RELOCATE A NUMBER OF PAY AND DISPLAY SAFETY, HEALTH AND ENVIRONMENTAL PARKING BAYS AND AN AREA OF MOTORCYCLE PARKING. INFORMATION In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following significant residual risks (Reference shall also be made to the design hazard log). EDEN PLACE Construction None

Maintenance / Cleaning None

Use None

Decommissioning / Demolition None

P01 18/04/19 First Issue JS PW TVDH

Rev. Date Description By Chk'd App'd

Drawing Status Suitability FOR INFORMATION S2

The Axis 10 Holliday Street WATERLOO STREET Birmingham West Midlands B1 1TF Tel: +44 (0)121 483 5000 Fax: +44 (0)121 483 5252 BENNETTS HILL Copyright C Atkins Limited (2017) www.atkinsglobal.com

Client

Project Title BIRMINGHAM CITY CENTRE PUBLIC REALM Drawing Title

POTENIAL TURNING HEADS ON COLMORE ROW AND WATERLOO STREET

Scale Designed / Drawn Checked Approved Authorised 1:500 JS PW TVDH TVDH Original Size Date Date Date Date A3 11/04/19 18/04/19 18/04/19 18/04/19 Drawing Number Project Ref. No. Project Originator Volume 5188466 5188466-ATK-HGN-DR-C-0002 Revision

This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown copyright. P01 Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. Birmingham City Council 100021326 2017 Location Type Role Number Plotted by: will7512 Date: Apr 18, 2019 - 3:41pm 29 NEWHALL STREET NEWHALL STREET KEY:

EXTENSION TO VICTORIA SQUARE ST. PHILIPS CATHEDRAL ST. PHILIPS CATHEDRAL (VARIES FOR EACH OPTION)

TEMPLE ROW WEST TEMPLE ROW WEST POTENTIAL LOCATION FOR HOSTILE VEHICLE EDMUND STREET EDMUND STREET MITIGATION (HVM)

12. TECHNICAL INFORMATION COLMORE ROW COLMORE ROW

NOTES:

1. THIS DRAWING IS FOR OPTION APPRAISAL PURPOSES ONLY.

2. THE OPTIONS PROPOSED ILLUSTRATE POTENTIAL OPTIONS EDEN PLACE EDEN PLACE TO ACHIEVE THE ASPIRATION TO EXTEND VICTORIA SQUARE AND DO NOT CONSTITUTE RECOMMENDATIONS.

12.7 VICTORIA SQUARE EXTENSION TRAFFIC MOVEMENT OPTIONS 3. BEYOND THE IDENTIFICATION OF POTENTIAL CHANGES TO VEHICLE MOVEMENTS NO OTHER VALIDATION OF THE TEMPLE ROW TEMPLE ROW OPTIONS HAS BEEN CARRIED OUT E.G. SWEPT PATH ASSESSMENT, JUNCTION ANALYSIS ETC.

4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE TECHNICAL NOTE TITLED 'VICTORIA SQUARE EXTENSION - COLMORE ROW AND WATERLOO STREET VEHICLE COLMORE ROW COLMORE ROW MOVEMENTS'.

5. ALL DRAWING INFORMATION IS BASED ON OS MAPPING. FURTHER REFINEMENT OF THE OPTIONS IS NECESSARY WATERLOO STREET WATERLOO STREET WHEN A TOPOGRAPHICAL SURVEY IS AVAILABLE.

BENNETTS HILL BENNETTS HILL

VICTORIA SQUARE WATERLOO STREET VICTORIA SQUARE WATERLOO STREET SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following significant residual risks INSET 2 (Reference shall also be made to the design hazard log). Construction NONE IDENTIFIED AT THIS STAGE OPTION A - FULL EXTENSION OF VICTORIA SQUARE Maintenance / Cleaning (CLOSURE OF COLMORE ROW AND WATERLOO STREET TO NONE IDENTIFIED AT THIS STAGE ALL TRAFFIC). INSET 1 Use ARROWS INDICATE CHANGES REQUIRED TO EXISTING NONE IDENTIFIED AT THIS STAGE EXISTING LAYOUT SHOWING PERMITTED VEHICLE MOVEMENTS TRAFFIC MOVEMENTS. Decommissioning / Demolition NEWHALL STREET NEWHALL STREET NONE IDENTIFIED AT THIS STAGE

ST. PHILIPS CATHEDRAL ST. PHILIPS CATHEDRAL

TEMPLE ROW WEST TEMPLE ROW WEST EDMUND STREET EDMUND STREET

COLMORE ROW COLMORE ROW

EDEN PLACE EDEN PLACE

P01 13/05/19 FIRST ISSUE PW PW TVDH TEMPLE ROW TEMPLE ROW Rev. Date Description By Chk'd App'd Drawing Status Suitability FOR INFORMATION S2

COLMORE ROW COLMORE ROW Woodcote Grove Ashley Road Epsom Surrey KT18 5BW WATERLOO STREET WATERLOO STREET Tel: +44 (0)1372 726140 Fax: +44 (0)1372 740055 Copyright C Atkins Limited (2017) www.atkinsglobal.com

Client

BENNETTS HILL BENNETTS HILL

Project Title VICTORIA SQUARE WATERLOO STREET VICTORIA SQUARE WATERLOO STREET CITY CENTRE PUBLIC REALM CONNECTIVITY AND PUBLIC REALM Drawing Title

VICTORIA SQUARE EXTENSION INSET 3 TRAFFIC MOVEMENT OPTIONS INSET 4

OPTION B - PARTIAL EXTENSION OF VICTORIA SQUARE Scale Designed / Drawn Checked Approved Authorised OPTION C - PARTIAL EXTENSION OF VICTORIA SQUARE NTS PW PW TVDH TVDH TURNING HEADS PROVIDED ON COLMORE ROW AND Original Size Date Date Date Date WATERLOO STREET WITH EDEN PLACE BECOMING OPEN TO VEHICULAR TRAFFIC A1 10/05/19 10/05/19 13/05/19 13/05/19 (TURNING HEAD PROVIDED ON WATERLOO STREET) Drawing Number Project Ref. No. Project Originator Volume 5188466 ARROWS INDICATE CHANGES REQUIRED TO EXISTING 5188466-ATK-HGN-DR-C-0003 Revision TRAFFIC MOVEMENTS. ARROWS INDICATE CHANGES REQUIRED TO EXISTING This map is based upon Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown copyright. TRAFFIC MOVEMENTS. P01 Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. Birmingham City Council 100021326 2017 Location Type Role Number Plotted by: will7512 Date: May 13, 2019 - 4:02pm 30 N

Station Information:

Station Easting (m) Northing (m) Level (m)

BCC1 406936.919 286965.662 139.031 12. TECHNICAL INFORMATION BCC3 406865.779 286928.866 136.609 GH114 406938.265 286870.525 131.986 GH115 406949.908 286951.599 137.777 GH117 406918.685 286968.623 139.332 S1 407252.723 286877.635 127.777 S2 407250.638 286812.222 129.556 S3 407227.402 286737.796 128.737 S4 407161.178 286758.099 129.171 S5 407098.521 286773.772 128.510 S6 407040.780 286792.551 128.456

406650E 406700E 406750E 406800E 406850E 406900E 406950E 407000E 407050E 407100E 407150E 407200E 407250E S7 406986.129 286800.188 128.647

406600E 287100N 287100N 407300E S8 406919.926 286813.899 128.518 S9 406871.741 286822.745 129.813 12.8 OVERVIEW OF TOPOGRAPHICAL SURVEY S10 406817.574 286831.956 131.530 S11 406744.942 286844.490 134.087 S12 406690.001 286846.783 136.573 S13 406685.636 286871.112 137.945 S14 406723.284 286902.986 139.001

STNF 137.981 S15 406741.127 286937.557 139.763 S16 406826.333 286988.286 140.257 S17 406653.396 286962.922 138.807 S19 406845.600 286973.552 139.072 S20 406933.415 286963.168 139.060 S10A 406816.701 286771.603 128.093 02 9. 13

8.83 13

.08 138.94 39 S15A 406766.893 286884.400 138.592 1 G1 CPS el 95 n 8. an 13 17 .83 9. e Ch 8 ag 13 13 in 287050N ra 287050N D Planter

.22 39 1 9.15 13 S15B 406678.900 286999.786 137.979 .98 Lp 138

19 BT 9. 11 13 39. 139.1 1 99 8. 13 0

G1 12 6 9. 8 S5A 407118.703 286823.286 129.995 .2 13 .9 39 CTV .13 13 38 1 ELC 9 9 1 .10 13 .10 9 13

13 9.17 9 op 9 .3 13 r .3 139.22 s St 39 3 u lte 1 B he S 39.09 1 1 9 .40 .2 0 9 Flag 1 3 3 139 139. S5B 407160.289 286885.915 132.086 1 9 Lp .1 CPS BT 5 .35 .50 139 Sp 17 39 1 5 BP 139. 139.2 28 el 39. BT nn 1 6 5 ha .2 .2 C 9 39 ge 13 1 39.19 53 a 2 1 9. in 3 3 9. 1 Dra 3 Fh 1 Bo 3 26 S5C 407248.198 286851.159 128.554 45 9. .57 39. 39.3 39.29 39 IC 1 1 1 13 1 139.37 139.52 9.35 l C'box 13 Bin 1 .6 6 anne 9 h 13 1 .3 OW Bo 40 3 9 9.30

3 9. 9. 1 13 3 ge C Flag 13 9 a 1

139.39 n 39. .45 1 139 3 9 BP 30 Drai 5 Lp .35 .6 39.54 MORE R 139. 39 1 3 L 1 .4 139.4 S7A 406999.102 286850.424 131.020 .23 9 IC C'box 3 38 39 139 1 1 .51 CO 139.42 Sv 139 0 1 .3 13 .6 9 39 Bo 9 1 1 .35 3 9 BT . 13 4 Ticket 139.35 4 .50 9 Machine 39 .4 1 0 .51 BP 9 139 Bin 13 139.50 .49 . 9 1 3 13 13 3 9 39.39 9.5 9 S7B 407033.193 286892.608 133.325 1 3 .4 BT 5 1 39.46 BT 1 13 1 7.83 .5 9 39.4 13 8 9 .53 CVR 13 3 5 6 Bo 137.79 139.4 9. 0 13 5 BP 139.5 BP 39. 1 1 13 3 2 9. 139.52 9 0 13 39.5 .5 5 139.3 1 1 6 9 Bo Bo CTV . CPS St 44 137.74 9 Lp 71 S7C 407057.424 286922.963 134.207 Gy Fh STNG 7 BP .6m 37. 139.44 9.4 139.532 1 CPS 1 Gy 3 all Htop 0.6 1 139.54 t 4 139.46 Bo W n .7 o 37 8 CTV /R IC 1 6 Sv I 137.74 7. 39.45 7 BT 13 1 9.5 1 1 139.52 3 13 CTV 9.5 9 Flag 13 1 1 .4 39 39 5 BP .54 .48 1 3 nnel 54 9 Bo 1 ha 9. 13 .5 C 13 9.55 D 0 39.5 e 13 rai 1 g 9.57 139.5 CPS nage S8A 406960.659 286965.964 138.760 raina 137.77 9.63 D 3 Dr 0 1 CPS 139.54 C 4 a 13 in h Bo 6 139.5 a a 5 9 ge n .5 n 139. 3 el C 13 1 .67 BP h 37 .57 a 9 37 1 . 1 39 3 n .52 13 65 1 9. ne 67 7. 5 9.5 3 5 6 l 139.6 139.5 1 .7 Gy 13 9 1 Gas 9.5 Lp 139.43 7 137 1 .67 13 C'Box 13 1 IC Gy 9 137.75 .5 52 139.41 .78 S8B 407011.263 286973.099 138.420 . 1 7 9 ICU 3 BT 3 3 .6 9 1 IC 137 9 1 . 13 3 5 139.46 9 5 137.74 I/R o .5 Wa 0 7 IC 6 l . s 8 n t l H Bo d 137 .64 ar ICU op t 7 ll 139.5 13 0. 13 137.74 Bo 1 6 13 9 .6m 9 .4 .5 8 137.74 7 Lp 0 Bo 139.52 .6 3 9 3 7 2 3 .6 .7 1 7 Bike IC 137. 13 137.72 137 S8C 407052.892 287012.448 137.670 139.5 Stand 13 13 Bo Bin .86 9.4 7 9 13 2 13 .54 9 137.6 9 6 .4 m 137.71 CPS 0. 6 CPS 2 t Gy H 1. 7 all p Bo 139.41 to 139.37 W n Lp 1 o C'Box 39 4 .7 1 .4 13 I/R 7 3 37 9 Bo 9 1 .6 lar BT . 4 5 Pil 6 CVR 1 IC S8D 406927.901 286789.170 127.343 3 137.72 1 9 137.68 3 .8 .6 IC .6 BP 7 139.57 7 BT Sv 3 0 3 8 1 1 137.71 6 139. 62 137.70 7. 137. 9 13 1 139.61 1 Bo Gy 39 7.81 s 1 137.62 S8C 3 1 Sp p .55 3 8 3 6 1 9 ELC Ste .1 9 137.670 .7 m Fh .89 0 Gas CPS .4 C'Box .1 .24 14 13 13 1 139. 0 0 Food 137 13 14 .22 9 9. /R 9.7 9 1 140 .6 52 I 6 4 2 Cabin 7 0.05 Wa 1 5 6 13 Fh 3 7 137. 6 ll 9 . . 71 8 I/ 1 . 7 . STNF 406935.596 287073.197 137.981 . R 3 Ht 5 8 CTV CTV 7 2 1 9 0 .7 137 13 3 0 .1 1 1 .97 1. 73 1 m .7 0 3 1 5m 139.6 37 7 .6 9 4 1 CTV 3 7 .85 0 1 3 8 TT .11 139 137.67 13 1 .4 8 7 5 . 1 .2 7 139. 5 2 3 9 67 3 1 5 8 m 40.0 0 7. .1 1 .5 2 1 3 0 4 4 1 4 Sp .7 1 .6 0 t 0. Bin 7 Bo 7 1 7 .09 3 3 3 2 6 H CPS 1 8 I/R 1.1m 1 5 0 ll 14 . . 1 . CTV a BT 1 CPS 7 .85 39 0 W 8 3 9 4 Lp 24 1 .9 1 Bo 13 7 0. 57 ROW 138. 139.88 CTV 14 2 CBX 14 1 7 9 0.2 40.2 Lp 1 139. 7. 66 2 7 2 Gas 3 87 1 I 7. 9 139 . 13 /R 3 4 C'Box 27 4 .6 7 37. Bo 138.16 0. 6 .2 3 1 1 .5 14 l 0 5 1 STNG 406882.691 287028.282 139.532 1 CPS . 7 40.25 e . MPLE 9 1 3 1 nn 14 56 5 m 1 NEWHALL STREET 1 CBX 2 . 4 ha Gy 7 8 14 0 5 0.1 TE m .4 .2 2 C 4 Bo 13 1 7 0 0 CBX ge 1 137.56 3 .0 a 13 138.24 R 1. 1 8 TL TT 140. TT 14 in 9 I/ BT 9 .8 0 0 Dra .6 Lp 59 .2 Gas 7. 7.8 140. 0 137 Sp 3 8 1 1 1 .6 13 .16 13 .9 7 9 0 1 1 C'Box CTV I/R 7 3 .90 4 40 .30 3 3 1 05 1 .2 40 1 1 0 1 39 9. TEMPLE ROW WE 1 1 139 137.68 MOT 40 . 5 139.64 .1 TL 140.16 6 1 4 m .02 14 3 .8 Lp St 14 BT 0.2 .18 . 1 Sp 0.16 1 40 72 St Bo 3 O 8 .04 140.22 1 Sign 137 CTV 8 MA .6 4 0.30 BT . R C 4 7 .4 140.2 14 18 m .9 7 141 Bo Sp 1 7 13 3 IC 40.21 0 8 STNH 406821.389 286995.367 140.520 . 1 6 1 .3

ELC 1 3 .5 1 1 Bo

R 1 7 140.15 40 140 St Y EFT

R 3 .1 TT 2 7

1 / Fh 1 9 L 140.

3 GA CLES I St Sp .9 0 6 8. K 8 1 7 .8 Gy .1 3 7

1 1 Bo 3 0 3 1 0 3 1 Site Hoar 4 9 3

8 0 St 6 1 1 0 37.5 . LOO IC 3 137.97 138.10 nel 140. .5 .8 1 .2 R 7 140.20 Bo 7 .6 7 3 St CCTV 2 ONL 13 CBX BT an 1 14 3 3 137.71 7 . di ET h 18 139 1 3 9 ng 1 140. 8 1 Sp 8 C 4 H 1 4 0. 0 8 CTV 4 .0 9 St . 3 e .7 t 0 CTV 0 .0 2 .26 20 0 139 . Gy 138.21 9 38 7 .51 .2 1 40 2 6 7. Y 1 3 7 m 4 1 0. 2 BP IC 4 13 138.09 1 0 1 1 0 1 STREET 1 13 . .2 5 38. 3 137.67 3 14 3 49 137.76 8 Drainag 0 9 5 . Bin Sign 1 0.1 . 7. 32 0 TT 7 9 7 139. 8 . BT 1 . LO 7 1 137.66 137.6 7 IC 6 BT 7 13 3 3 Fh Gas 138.07 3 8 8 13 139.7 140.27 Lp 139. 66 .1 Bo CPS 1 13 .0 4 Bo C'box O St 1 ST 5 0 9 Lp CPS . 8 BT 7 BT 09 39 CPS 9 . 98 6 139 STNH1 406725.026 286916.122 139.143 Bo 1 37. TL K 1 7 9 1 St 40. . 4 6 7. 1 139 56 0. R 8 1 t 140.2 .6m 9 13 . BT 4 .6 1 287000N S15B l H 7 287000N 1 1 l 0 p 7 3 92 40 I 4 8 a o .9 .00 . 137.979 .3 GHT 0 t 05 7 1 .16 W n 3 5 7 Gas CVR .30 . 0 8. 38 3 CTV 5 16 4 1 .8 1 05 1 8 o 7 1 138. .99 1 .2 2 /R 13 3 1 Sp 37 .6 40 .2 I 1 3 1 7 1 0 Bo 8. 3 14 Gy 18 1 8 1 CPS Block Paving 87 2 4 Wo .26 1 1 0. 0 139 3 137.83 3 CTV 38 REET 2 .16 4 9 9 Sv CPS .1 37. .8 14 34 1 . 138.0 1 138.07 1 Bo 140. 40 Sv Lp 5 .02 7. 0 1 CTV . 6 3 137 . 79 38 1 6 ST BT 4 1 .50 St 6 140 IC 5 0 TL D .9 137.99 14 7 Lp .95 D BT TT Bo 6 .17 rai 138.01 Bo 3 137 1 1 Bo 1 1 St 4 . nage 38 STNH2 406761.626 286887.482 138.639 1 0 3 1 40 CTV 139 .1 8. UN 137.81 C'box 37 .47 1 CTV 1 0 3 CTV 3 .9 3 . .6 4 1 M Bo 8 14 1 C 7 67 38 5 Bo 3 3 h .98 137 7. TT 0 9 a 3 1 . CPS TT 1 13 1 3 1 75 140 .43 .51 n 8 7 4 n . ED 37. 0 9 el 2 1 . 140.35 . 137.88 ELC 9 5 29 .80 140.50 5 5 1 8 71 4 .04 0 1 7.9 7. 8 40.28 38 3 3 7 . 1 1 Gy Fh Gas 1 3 . Bo 20 CPS .92 .8 7 9 Bo STNH 137.71 Fh 7 8 140.1 13 .14 0 138.17 3 13 . 8 2 1 140.520 3 137 . CTV Si 9 1 Lp 137 1 .6 38 BT te 1 13 3 3 2 Hoarding 1 .5 9 1 8. CTV 1 0 1 .5 39 Bo Bo 4 4 3 139

2 0 0 14 1 .26 5 1 1 .5 .41 T 4 0 9 .66 IC 6 .51 . .6 s 76 ELC C'box CTV .9 38 1 0 14 7 3 7. Fh 7 . 8 7 1 3 3 .00 140 2 . 1

1 140.53 1 I/ ollard EF Wal 7 Bo BT R on top 0 138 B 7 Ht 2.2m 1 .2 137.90 . 1 8 CTV 7 140. .4 3 8Gy TT 0 4 l Ht 1 Bo 13 0 .0

CPS Gy 14 . TT Phone 8 138.07 TL L K 0 3 BT 44 Lp 0 .22 1 BT 137.95 9 14

Box 1 .6 38 1 OW O IC 3 Bo .89 0 CVR .6m 1 3 8. 7 Bo . 1 26 3 5 14 2 13 139 . 137.87 1 .9 CPS R 1 8 9

7 0 1 .6 13 Bo 138. 3 LO TL .76 1 BT .0 39.5 3 38 0 Bo 2 4 Sv 4 140 9 .4 IC 0 . BT .1 8 .0 0 1 Bo 8 7 1 8 1 4 1 .1 3 1 3 0 3 138.32 3 3 38 1 4 2 3 Bo 1 . 1 8. 1 2 CTV CPS . 8 8 L Sv 0 CPS 8 1 .22 3 BP 25 .16 . 3 38 1 Si O Sv 0 Wo 1 34 Block Paving 13 82 0 83 te .1 CVR C'Box 137 8 .6 0 7. 8 38. H .37 37. 9 1 COLMORE O m 3 3 1 o 1 3 1 CTV Sv 1 0 6 1 . 4 .9 40 3 t . 138.06 .8 8 a .9 7 8 Sv ELC H 1 6 3 rd 7 . 8 .26 K 98 13 1 9 Bo 1 1 3 13 0 BT 5 . 3 .5 ing .3 1 2 139. 9.55 8 2 140.22 139 9 8 Wall top 34 140. 1 . 3 . 2. 2 1 3 62 on CVR 1 8 2 3 9.99 2m 3 7 R . 140.3 9 CTV 1 BT R 4 I/ 8 13 BP 140. . 3 3 CTV Sv 8 4 7 St 8. 1 Lp 8.1 IG BT 3 1 BT BT BT Wm 1 BT 3 138 3 3 8 3 .3 0 .07 1 .27 2 0 H 39 Lp 9 . 40.46 140 . 1 1 14 BT . 1 Gy 7 6 9 TL T 139. 65 39 3 45 S16 5 1 .0 . 3 Gy 1 8 1 0 1 .66 138.37 3 8 3 4 1 . 3 1 1 140.257 Lp 39 3 C'Box . 137.93 1 8 TT 3 4 9 13 8 Sign 17 . TT 1 3 9 . 9 .5 3 1 4 Sv 61 Bo 1 0 40 . G0.6 33 8. 1 .32 0 9 2 . IC 04 38 St . 8 11 6 8. 0 7 139.56 3 TL BT 3 .5 1 .1 1 4 BT 13 138.26 Bo 8 CPS 6 4 8.2 ds 3 0 1 3 ar 1 3 CPS .1 1 4 C'box 39 2 BT . 1 6 1 3 Boll 8 Block Paving . 139 39 Bo . 138 4 62 13 8 Sign 0 St 38 Bo Sp 1 8 . . .5 1 9 .33 .0 38 4 2 56 2 1 8 1 7 8. 3 13 .2 3 7 1 38 8 13 .21 0 8 13 7 1 . Block Paving 8 0 . 140. 3 139.72 .1 36 . 3 9 ELC 9 8 Gy C'Box BT 14 8.2 3 3 Lp . Bo 3 . 6 1 0 13 Gas Sp 6 14 9 139.59 Wall m .1 13 95 3 IC Bo 8 BT BT CPS .34 7. St 13 9 ht 8 13 t 1. 138.48 139. . 139. H 13 13 1 5 0 13 138.21 138 5 CPS 6 . Bo 4 8 8. 0. 2 139. 6 6 ter .5 9 . 24 Bike 4 1 1 6 D m 8 4 51 . 1 6 3 lan .62 . 1 BT 3 CPS 3 9 uc P 8 3 8 3 1 1 Rack 1 140.5 9 9. 39 Bo 3 1 3 TL 8 t 1 . 1 1 8 3 38 . 52 1 38 .05 .4 8 1 9 7 139 39.60 3 1 7 8 5 . 1 . 38 0 8 8 Bo .2 3 138.48 2 38.2 2 Fh .41 8 1 8 7 .48 Gas 139 .57 .3 138 3 4 Lp .48 0 1 Tarmac 8 1 Gy 4 39 3 Sv 13 0 1 1 1 . 38.0 Lp 3 . 29 8 . 4 1 138.52 . IC 2 St 1 79 9. 1 4 .2 39 6 9 Bo 138.38 8 0 1

138.53 Sv 3 .9 39 Sv 1 1 . 0 138.47 CTV Gy 1 63 Bo 2 1 .6 1 139. 39 3 8 3 IC 9.6 .5 St CPS 13 8 139.71 .57 0 13 8 139.58 41 .3 6 139.55 9.4 . 8 Security 1 8 Sv 6 1 6 9 2m 3 . 13 3 9 1 8 3 9 13 ht Kiosk 8 . 9 13 93 9 \P 2 BT . CTV .5 . 2 gs Block Paving 3 n C 8 Gas 2 7 l 3 138.44 138.56 ai 1 Bo 140.4 1 \R BT BT 139.52 39 n .48 .56 9 55 1 .6 1 ro 8 1 . 3 0 39 C.Box 139.52 I 38 .4 3 40 9 .54 1 2 13 8 1 7 Bin .4 .4 s 3 8 5 1 1 1 . . 8 8 rd 5 3 1 6 0 Sv 39 13 13 la Gas 6 8 138.53 1 7 3 1 1 1 BT 9.43 l . . 14 Gas . St 13 Fl

8 5 3 .2 8 3 3 3 9 Elec Bo

Re 8 13 8 8 138 8 .6 .31 3 . 3 .5 .48 9 Sv 9 Y 0 G0.3 C\P 8 Sv 1 8 3 1 1 5 0 . . 13 23 0 3 5 2 9.34 Bo 3 13 8. .34 . 14 8 6 1 Bo 1 4 8 Gas 38. 13

3 4 .4 1 13 CTV 13 St 1

3 9 8 m 3 ONL . . 3 7 9.51 9.3 4 139.21 Bo 4 . .58 139 MH 139.51 8 9 8.3 1 1

C'box 3 BP Dr 140 139.54 139 Gy Fh 39.20

1 .6 4 Sp 139.3 .56 Fh 13 1 S 9. l Ht 1 1 15 139.1 3

l ain 3 Bo 39.4 3 .57

Av 3 7 139.29 Iron\ 8 8. 2 E Railn 9 BT gs ht 2 138.38 24 .6 Wa ag 139 m 13 2 8 . 5 139.41 2 St 8. 3 d e CTV 3 1 139. BT 139.10 138 1 8 re 13 CPS 2 .5 39 53 C\P Bo 13 138.61 3 C 1 .42 IC Wall 1 . la P 1 C\P ht 0.5m

il i 8.5 han BT 3 .3 3

.7 ll 9 139.31 138.38 .2 138 P are CYCL 139 139 138 8 . 1 .30 .01 5 8 3 4 2 Bo 3 1 0 ne 39 Duct 1 .4 d 1 7 13 139.45 139.21 .4 8 9 W l 3 . 9.39 6 Bo 5 9 3 .3 1 8 2 57 138.90 7

.8 4 1 all 38 .7 2m .4 139.45 .2

8 8. IC H 2 2. 0 139.46 BP 8 3 138 w . t 4 C\P OR C.Box

3 t 1.8 5 1 13 CPS 1 139.38 C\P CCTV

1 it H C'Box 39.3 CTV 13 13 1 138.44 1 T 0 Bo 9.0 13 37 h g CPS St 9. 8 8.81 38.66 Bo in 54 1 1 8. .44 m I/ rd 0. 3 16 DIS

8 R 14 62 9 Wall ht 0.5m 13

. 1 13 .67 o . MO 3 0 0 9.48 139.39 139.0 138.72 C\P 1 Post n Hoa 14 3 13 0 138 CVR 8 1 te 9 4 Gy 9.30 Bo Duct 6 to 3 . 139 Sign 138 . p 8 Si 2 IC .11 138 .77 C\P 6 8 .5 9 139.32 139.30 Fl .91 .7 3 139.12 Cycles

8 1 .55 3 Sp 139 139.02 G0.5 138.43

8 Bo CTV O Gy TT Car Fl

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9 4 OP 8. 5. 37 ICU .9 T Bo 13 138 13 0 3. Av Air valve CVR Cover 1 CTV 134.6 8 IC 3 1 138 8 6 135.00 S 3 3 .95 .93 1 9 Conc . 134.92 1 8 91 .45 6 CVR R St .0 Bo 138.23 34 BT .9 137 Fl 8 138.94 Gy 134.36 O GrL r 13 2 .5 134.45 e 1 8 9 134.38 3 te 137.44 3 DO 8 .04 Sp Bo .5 138.90 13 4 Barrier 8 6 .48 Sv .7 BP .96 6 135 . 13 36 33 I\R 79 WATERLOO STREET 8 . .10 90 4.6 . 1 33 1 137 2 2 137. 7.56 1 1 illars 38.88 BENNETTS HILL 138.84 138 13 . 87 133. P 138 3 Bo 13 CPS 134 3. 138.23 .0 134. 4 3 8. 137.90 49 34 0 8 .83 1 Gas BT 0 134 1 8 .49 1 Iron Railings St Gas 56 Sv 04 BP 7. 5 St 13 . 98 13 C\P 133.62 138 137. 3. 33 THL GrL 7 Gy BT 4.2 63 1 7 .8 1 3 Sv R/wall Retaining wall . 133.09 ICU Unidentified inspection 133.53 3 3 8 139.0 138.33 137.55 1 133.33 BT 3 4 Bo 1 137.92 CPS 2 138.81 .82 B\P 5 llars .72 29 4 S14 5 180 Bo . 134.19 61 .8 Pi 1 4 THL 138 138.87 38 138.81 CTV 137.54 Bo Bo 3. 33 33. 139.001 Lp .86 .18 13 .54 1 1 138.33 8 13 CTV 3 Re 13 137.76 6 134.37 BP 3 138. 7.6 1 2 13 139.0 13 137.98 13 6 8. 74 CPS 13 . 134 .66 8.6 7 1 8 Bo 7 138 CPS 13 Gy 3 3 4.61 W\M 13 1 .7 13 3 4 1 4 GrL 9 8 38.06 137.64 4.73 138. .80 1 .4 ELC 134.19 .61 BP 8 Bo 1 BT 134 .17 3 Bo 89 Gas 38.40 9 2 1 64 CTV 1 134 .83 1 s 6 7. . 01 134.23 33.7 98 Wire Mesh 6 annel .6 4 1 lar . h CVR 5 13 .18 Bin il 8 3 C 8 7.76 CVR 134.29 4 TWL Top of Wall Level P St 3 1 6 7. 1 1 Bo 13 e Wo 3 Wo Wash out 5 . g 138.73 138.94 Bo Gas 13 134. 139.00 133. 1 BP 1 ina 69 138 a . St CVR 5 38 8 .00 Dr BT CTV 0 134 7 286900N 19 1 286900N 13 Sv . St 29 133.99 .25 60 1 13 138.08 Lp .77 Bo 34 GrL 38.92 8.77 138. 1 34. 133. WATERLOO STREET Gy 137 1 Bo .92 134. 4 138.65 C'box 07 CPS 138.92 1 Bo 138.91 4. 8 132.90 .17 .75 Sv 134 9 133 .03 .5 138.79 BT 13 138.49 34. .5 138 137 7 .00 3 138.70 13 1 3 BT 8 .8 4 13 8.74 37 1 .50 13 8.75 1 137.81 3 133.45 .62 138.85 CTV 1 Bo 138 IC 38 BT .96 133.96 1 1 138 Sp Bo 5 P\R 38.87 St 137 Bin 4 Sv 138.50 Concret .62 9 THL 3. St 9 C'Box ac . 3 132 Tree canopy level 3 TCL BT 4 Rodding eye .64 Re 138.53 138.14 1 e St .42 137.86 3 8 134.15 .5 3 Sp .69 Barrie 8 133.91 1 9 8 3 3 Sp 6 138 . 13 13 Post & Rail 4 arm 1 . 138.75 BT ELC 3 .8 1 .7 138.17 133.76 13 4 T 8 3 Bin r 3 7 13 4 .8 13 138 1 3 33.90 Gas .3 .4 IC .62 138.30 CTV 1 13 1 1 4 33 38.69 1 132.74 Lp St 1 .7m St .3 1 38 Bollards Gas 3 133 Gas 8.55 138.78 4.21 Ben . 4 13 138.71 137.89 8 ch Ticket .09 33 Bo Gy G1 Lp .01 134.22 Bo 8 IC Machine Lp 138.47 138 1 Sv

138.51 134 Wall Ht 1 1 67

138.70 Gas 3 CPS Sv ed 138.68 CTV 138.6 13 St Bo CVR 13 ar 138.77 4 CPS 2 ill 138.6 8 138.10 .1 .14 .95 4 138. 133. CTV 13 . 9 P 7 38.35 2 1 1 2 3 6 CTV 6 . 50 BT 8 7 . 5 133.50 Bo Gy 138. St 4.24 138.56 3 56 Wo 75 St 3 BP 6 4 138 138.42 BT Bike 33. 44 Gy 1 G: Girth CVR 1 7. BB Belisha beacon 78 3 .4 Gas 3. 5 138.46 . 133.30 4 6 133. Rack 133.50 3 12 ox 8. Lp 138.68 Bo 13 133 1 1 13 138.5 3 P\W B 3 3 138. 8 . 13 Fh 2.8 7 . 1 2.3 .65 G0.6 67 BT 68 133.96 C 133.78 138.64 138.55 138.58 6 Gas 6 7. .22 138.45 138 138.31 9 138 138.6 138.04 12 138 2 .16 5 Er 8 138.44 8 . Post & Wire Flag Gy 1 5 33 127.5 .55 13 37 .32 ELC . . 3 77 7 St 3 1 .2 32 . 3.65 S7B 3 . 8 3 133.59 8 3 BT 3 . 138.58 133 43 2 1 138.50 13 3 138.47 3 138.46 Lp 133.325 UNION STRE 138 6 8. C\P 13 Pipe IC 138.68 4 1 13 13 St 13 THL 3 56 IC 8.73 4 1 5 1 138.34 . 127. 5 5 138.4 3 6 50 3 5 . . 133.55 133.42 3 3 3 2 Bo . 5 133.38 138.5 138.72 1 8 33 127. .92 3 3 133.87 1 138.60 C\P 5 1 132.48 4 CVR . 1 3 3 138.16 Bike 1 3 127. 3 .1 MG Multi girth 57 1 Sign CTV Cable tv CVR 138.66 138.61 . Gas Rack 3 Bo 1 9 13 3 3 127.4 IC 138.63 .39 33 7.71 Concret 1 18 CTV 21 C'Box 127.4 138.31 6 38. 8. Bo 13 .0 1 1 0 32 132.7 12 7 138.34 3 70 138. 13 Sp 133.18 9 3 .78 138.4 138.34 . e CTV CTV BT 133.3 3. Bo Sv C\L Planter 8 CTV Sp ET B .60 21 35 3 a Bo 1 8 7 8. 138.30 3 3 BUS rrier 3.06 1 13 1 138.53 3 132.08 . 138.48 3 2 .32 Bin 1 133. Chain Link Drainage Duct ELC Bo 1 Sp 138 138.52 3 30 3.23 13 3 3 138 Gy Gy Bench 138.70 .35 3. 1 BP St .69 13 2 BT 35 Sv 8 Flag 5 138.34 138 .9 e .2 138.48 138.3 138.32 .23 9 Wo Fh 8 BT 3 13 13 3 IC 3 133.45 1 3 l 133. Bo Bo 0 1 Sv uct 1 . e 133.18 1 5 Bo BP ainag Inspection chamber 3.85 IC 27 n Gy ge 8.66 3 1 . 13 Bo CPS D n 26 138.36 3 39 St Bo Gy Gy 3. Planter a 6 . 3 8 32 Dr 3 3. 138.34 Gy na h 1 138.33 1 13 138.44 138.63 . . CTV i C BT 1 13 6 133.41 1 138.53 CTV 3 133.10 CTV 9 06 Marker post 38.64 7 Mkr 138.30 e 138.45 5 133. 07 1 Duct 138 7 3 132. g G0.4 133. 13 10 22 a 133 . . Sp Dra CPS Bench 138.30 69 BP 6 8 in 6 BT .0 138.46 8.42 3.59 133. 2 133.57 132.27 3 ra 1 1 13 138. 13 . Fh 133. 8 1 STAND D St 133. 3 1 32.61 9 Bin 44 .4 11 1 GrL 138. . 3 95 138.41 CPS 3 138.36 .3 7 3 2 1 Gy 138.4 7 Bo ELC . Bo Statue 138 3 .25 Bo 97 TT 7.43 Fh 138.38 138 9 1 3 W\P 9 St .64 3 132.98 IC .3 138.47 Lp 1 132 Gas 138.3 12 67 Wooden Panels 138.37 CTV BP Gy 6 3.0 CTV 1 138.21 138 .9 9 12 3 CVR 7. 138. 67 STNH2 13 C\P 5 ELC 8. 8 2 132.85 127.57 .9 . 138.35 1 Lp Bo 12 2 BT 13 00 7.56 13 8 138.639 8 . 5 . .59 3 3.07 137 133.55 3 3 13 CL: Cover level 95 8.47 13 1 3 .6 133. 3 .1 3 13 83 13 G1 1 3. 3 Bo 12 1 1 02 2 .20 45 .38 Bench BT Fl 3 2 2. 8 Duct 1 0 .9 .81 Gy 138 3 137.98 Lp 3 Sp.09 Bo 3 138. e 138 138.43 3 2 13 Bo y 138 8 IC 138.4 1 3 S5B ag CVR 38 p .3 63 .61 13 g .04 1 133.05 BT 13 1 Gy 127.46 8. o C 3 BT Gas marker post 55 Gmkr 38 St 133 32 8 o in 2 8 09 138.38 nc 138. 133.01 133.11 133.22 Bo Sp 132.086 . 127. Drain 8.40 Gy 3 9 132.14 Sv re d 1 137.92 13 .29 133 9 St .7 Gy te r 1 .83 38 138. 127. .42 138 B 138.58 138.50 Bo 133.0 3 3 a St arrier Can 138.44 .3 .52 1 0 3 .40 0 138 133.16 . 132.14 131 o 133. Sp0 132.45 138 Bench 3 1 1 BP 138. 137.93 8 IC C'Box 3 H 05 .98 .81 12 IC Sp 138.39 138.95 138.4 1 .31 CTV 3. 2 Gy 132.11 Gy 38 e 8. .55 3 IC BP 138.42 0 13 DP St 13 0 138.55 S15A 6 1 132.30 127.36 Sit 15 .9 C\B IC 138.58 MH . GrL 0 138.592 3 2 Fh 7 T 138.52 2 3 Sv 132.89 . C'Box 0 138. T 33 1 Close Boarded 138.39 Bench TT 3 127.47 1 1 13 8. 29 13 138.54 BT 3 Fh Gy Gas 133.09 1 2 13 13 7. 7. 1 0 .90 IC 1 1 IL: Invert level 2 138. .1 13 3 138.55 12 81 2 ELC BT 27 CPS 132.49 1 1 8 138.07 2 7 .5 6 Gas 2 9 3 138.09 2 2 1 1 .40 7 .96 Sv 8 32.21 . 7 .4 7 So Soffit BM 8 1 Canopy 2 Bo .6 138.94 .7 6 138.37 3 132. DP 32 7 5 3 1 4 138.15 138.56 137.77 C'box BT 3 1 .54 8 133 13 79 IC 47 138.1 . 0 138.27 Planting BT .5

7 138.09 137. 13 133 St Sv 2. 3. Gy 7. Planting Bo 13 2 Sp 8 3 C'Box .85 .3 133. 4 .57 127 1 75 94 132 2. Gy 1 133.00 12 132.47 27 Sign 1 ICU 6 St 8.6 27 .1 Sv 132.83 2 .65 1 132.84 s 131.45 7 13 132.69 CBX 30 2 1 .40 13 BT 27.46 7 d .5 9 BT r 132.Sv 2 IC IC Canopy 137. 138.5 a 4 7 3.08 BT 2 4 138 138.6 132.64 ll . o 132.48 132.04 131.97 7 67 2 3 137.23 St Fh B 3 7.66 IC CTV 1 .4 St 127.30 133.14 Gy 94 1 12 0 1 St 3 2 BP TL 127.35 12 12 7 CPS 4 .30 138.95 36 IC 132.66 2.71 2. 1 7 UTL Unable to lift 5 3 . S\P 8 32 Sp 52 0 132. . .86 132.79 3 . 1 0 . 1 6 4 34 CBX 131 1 . 38.66 2 2 1 1 6 6 91 137.91 13 27.4 1 3 3 . Fh Fire hydrant 137 8 IC Wo 127. Steel Palisade .88 .7 BP .83 138 1 3 1 1 7.23 1 7 07 138.62 .5 3. IC 32 32 . 8 132.2 13 2 132.00 CVR 8 1 13 137.94 132.56 .9 1 13 0 13 or 1 Sv .4 8 0 .89 2 13 13 St 8 2 IC .1 1 .5 2 132 132.8 r . 6 5 4 132.59 132.44 7

4 62 3 r 132. 138 Bo IC .87 2 Gas 127.3 . 2 5 1 e 2.3 .29 4 .77 6

8 .75 Wo 131.21 3 ks 3 3 -T 2 132.71 132 132. 7 ELC Bo 132.53 i Sv LEFT TL 5 1 2 138. 38 137.86 3 1.9 1 . 138. 13 B\P 1 Bo 132.2

11 138.08 137.2 8.70 138.66 Gy 6 13 3 89 St BP

8.6 137.30 .89 Ant Bloc 1 2 BP 1 IC 137 .4 IC 1 13 Gy LOOK 1 7 6 1 3 132.18 138 13 .17 Bo CTV 2 132.98 132.92 FO 0 132.32 131 12 8 137.88 3 131. 7 137.97 VICTORIA SQUARE 136.30 . 132.05 7 .27 132 132.15 Canop 127.67 .3 137 13 .6 . 6. 138.69 C'Box ELC Gy 8 136.29 Bo CVR Bo 32 7 y 5 BT Ca 2.7 . St R 1 127 5 6 CPS 6 IC DP Cabin n 57 13 . 13 132.68 7 o 138.37 74 3 ELC 132.46 131.93 Gy ct py 138.03 .1 E Gy 132.96 B\P IC IC . 136.60 7 .47 1 78 ICU 0 3 132.03 132 127.16 Drai 138. 3 2 131.86 132.34 IC ELC CTV 2 Bo 132.4 S 89 Du 127 1 .4 Bin ac 3 .64 . S1 IC 138. 31. 3 e 13 Sv 8 1 5 2 T 1 IC g 0. .45 n 3 136.12 Bo Fh Anti-Terror St 9 2 Bench 3 4 5 127.777 ag 137.78 132.32 RE IC 132.39 138.02 1 6 St 132.31 61 arm 60 IC . 1 6. Blocks ina e . BT 1 ICU T 9 8 3 132.08 BT 1 a 130.94 130 74 Bo 137.99 Du 3 7 36.0 St Bo r BT 13 32 ET 32 CTV Sp 1 . Planter 138.04 5 CTV D 13 c 138.38 138.56 3 1 60 .3 BP 132.32 s .99 t 4 d 6 2 2. 9 6 BT 8 7 r 9 2 126.80 138.3 136.13 7 8 Steps DP 13 a 3 . Lp .5 .9 8.5 2 1 1 5 CTV 1 7 5 5 8. 3 7 Fh .8 CPS 02 1 oll St 13 3 55 . . 13 132.05 Fh BT 132.39 2 CVR 1 31.7 G1 .39 32. 2 13 Canopy B BP BP 13 CPS 1 13 132.53 1 2. 3 131.95 ELC 1 CPS Bo 2.30 1 BP 10 13 5 94 137 Gy 8. 132.1 .0 Bin Planting 7. St 1 TT BP 13 8 131.91 IC t 132.27 3 132.23 136.10 132.26 12 IC BT Sv ELC 5 12 6. 8 136.09 132.32 CVR 132 CBX 75 uc 32 127.61 5 t .38 136.74 136.11 CPS Gy 32.26 6 13 4 c D 136.09 132.30 . 131.79 1 BT 6 6 132.28 132.3 8 86 132.11 e 32 55 7. 1 53 7 . 136. 136. 1 1. g 55 31 132.42 2.46 . CBX Du Bo 2 12 1 1 7.62 40 137.84 138.95 13 3 1 130.46 6.6 1 132. 13 3 12 4 137.87 na 136 CPS 1 3 2. . ge i 52 3 2 IC 2.58 132.25 CPS 1 2 Duct 4 138.04 136. BP a 138.1 2 CTV 0 Gas Bo St r .07 BP .6 132.17 h 136 . TT THL Bo ina 127. 138. 136.66 4 St 13 D CTV 1 IC 0. CTV IC 45 6 31 78 31 Sv nc 44 CVR LOOK St 131. 1 132 9 7. CARRS LANE 138.96 136.52 13 132.24 1 36.3 Planting 26 09 .78 23 Dra 135.63 1 .8 IC 127.52 38 132 1 1 132.21 132.01 Be 127.95 . 1 9 31 .07 13 12 12 95 9 3 31 2. 0 Sp 2.53 CPS 0.3 7 RIGHT 0 THL 1 . 6 . 8 . 3 . 6 CBX 0 59 IC 138.56 .93 7 8 13 s 3 127.92 1 3 137.9 CTV 28 T .5 6 d .0 1 27.83 136.62 .6 . St 132. 20 . 2 Sp 41 BT 32 . 13 132 1 1 1 8 138.38 132.22 2 3 13 32.11 27.56 8 3 9 135.61 CTV 1 5 1 lar 12 137.82 3 3 1 1 . 1 l 32 . 20 CBX 1 Bike 7. 7 Statue .8 64 IC 22 .0 1 1 Planting 1 13 9 2 1 1 5 . 1 6 127. 8 38 9 Bo 7 CPS 2 32.47 32. 3 7 Bo 138.95 2 135.31 0 IC 4 3 BP 1 130.24 Racks 3 4 1. 30 TT 2 . 3 132.3 . 39 6. 6. 4 89 IC 1. 90 4 138.1 3 . Anti-Terror 6 BP 1.7 132.10 1 1 3 5 24 1 6 132.01 127.49 TL 27.33 12 138.48 13 Gas CTV 5 132.12 Cabin . 1 1 1 9 13 ICU 6 3 4 . 136. . 7 72 8 136.45 Gy Blocks 1 3 32.44 CPS 128 4 1 Anti-Terror 5 1 BP 138.40 138.94 135.86 0 1 132 Bo 2 CCTV S13 9 132.5 3 .61 3 BP . . 4 131.93 Bench 1 6 IC .07 1 IC . 2 7 127. 1 .1 6 131. Gy 132.24 BT GH114 BT Gy Blocks 4 .49 2 6 3 .9 137.945 . 93 4 127.90 127. 1 48 3 3 Gy 132.11 38 3 . 2 1 1 1 8 3 131.986 131.51 .1 131. 1 8 N STREE 137.83 . 138.12 136 . Bo Bo 2 3 131 C'Box 1 0 5 BP 13 7 128.0 126.9 1 138.48 132.39 131.95 132.02 8 .06 136 0 1 C . 131.91 137.79 Gy 135.90 135.00 43 C\P 13 132.0 Sp anop CTV 0 Gy 4 3 135.00 136.32 1 So IC y 8 BT 132.28 31 CPS .8 135.52 Gy Gas Sv 5 4 .74 137.94 IC 4 .9 Sv 92 12 7 13 Bo 5 132.07 127.84 4 0 CTV Gy 0. 6 7. .7 13 138.41 5 13 134.98 134 G0.9 131 NNO igns 131.45 05 6. 1 .98 2.40 0 .98 S .4 IC 136.68 132.07 13 CPS 129. Sign 7 37 3 60 Gas ELC 130. 0 137 138.19 137.87 13 4 134.98 . .68 CBX 86 CBX Fh 1 Gy . 1 C\P 131.93 Bo 1 3 38. 00 3 9 31 94 1 0 0 t 12 1 97 CA . 3 1 1 1 7 7 head .95 2. c .93 138. 138.35 3 Bo 131. r 08 3 TT C .3 10 4. . 7 Duct Gas 31 BX 2 THL 13 BP St Bin 6 1 2 83 0 5 2.0 Gy 131 127.99 126. . 137. .16 Bo Du 7 .40 .9 131.41 Gy 3 4 0 5 8 13 Anti-Terror 13 138.30 8 .3 135.51 3 131.97 Gy Ove 7 66 13 Steps TT ELC 128.3 . 138.3 IC 1 e 0 1 131.67 Bo ELC 13 137.81 .9 .17 127.63 9 CTV 31.88 Fh 131.42 g Blocks CVR 48 V 9 3 137 5 6 Bin 8 137 4 134.99 134 1 CPS 7 . 7. . 3 T 130. 2 127. 126 . 17 .65 .4 na 132.11 131 Lp Gy 6 Gas 0 i CVR 127.83 1 13 134.96 1 131.64 2 1 CBX .81 C BP C 0 0 7 BT 8 13 a 128.26 3 137 3 .45 CTV 12 9 BX .0 3 3 0. 128.03 7. 138.35 1 4. 134.90 13 Phone 48 ELC C'Box 137. 13 6.96 C\P Bin St 1 1 1 1. 4 St Dr 127.27 70 Statue 99 26 132.02 3 IC Bo IC 9 134.96 136.94 .93 Bin 129.6 8 132.24 .2 IC Bo 3 6 5 St St 1 Box .1 t 13 2 4 97 .32 131 138.16 8 137. .8 Wo 9 BT .97 131. CPS 4 57 1 7 13 uc 135.51 Re CVR 13 131 05 130. 29.5 Anti-Terror 7. .60 .3 6 54 137.9 IC 134 1. 129.63 7. .9 98 131.75 1 28.19 Bo 131.75 CVR 12 12 .9 2 St 131 137 137.30 4 Gas 1 Blocks 13 IC Bo Bo 6 2 1 137.26 TV 0 3 4 3 131.76 . 13 9 1 131.44 .50 6 0 9 Bo CTV . 0 CPS nage D 136.74 134. Re 132.13 53 Sp . 13 1 . C encing 1 0 3 03 CTV Sv .1 1 F ai 32.09 BT 98 32 ELC 0.6 .57 r 4 6 1 Bench 1 8 0. as 38 136 5 1 0 31 3 8 3 . 131.57 32 er D Er 1. CBX 0. .06 7 7 H . 3 Er .1 CCTV WARWICK P 1 1 26 2 1 2 12 13 2 0 .97 Bo . . 138 3 1 .69 0 1 13 1 132.00 131. 3 60 3 1 30 8 1 31. 2 132.09 3 7 CTV 137.5 5. 1 9 12 3 2 1.27 .2 BT 1 2 6. 56 9 1 1 13 5 3 Bo 3 .09 13 CVR 1 90 7. Planting 1 32.01 31. 3 129.33 4 .98

.9 134.87 8 6. 1 1 5 31 t UNION STREET 128. 8 13 3 6 128.14 . 4 1 .12 1.30 Cycle 130. 129.37 22 . 0 8 4 13 137.26 1 3 uc Sp 7 5 7 07 136.68 2 BP Retractable IC 1 . 2 13 Bo 13 D 128.07 .83 4 stands 34.86 CTV Gy . ELC 1 3 CBX 7 3 BT 1 BT 0 1 31 2 137.63 3 30 1 Bollard 2 1 Gas 3 131.55 . BT 3 Bo 8 4 0.0 . .8 1 1 .2 136.21 36.98 1 4 1 6 13 4 5 St 1 .6 28.10 1 8 137. 3 .1 131.32 38 CVR 8 .2 Statue 3 9 13 Bo 131 31.90 0 .00 5. 5 St 1 t 3 . ASSAG 8 1 .47 1 13 13 CPS 1 .8 3 1 1 3 43 3 IC 3 131.51 1 .61 29 Fl 132 1 uc 1 127.85 8 1 134.96 3 7 3 0 CPS Bo 8.1 .3 BT 131. 1 1 4 4 13 .10 131.91 3 .4 133.99 9 IC 135.51 131.51 CTV IC 1 129.08 7 8 5 Bo 5 e D 2 134.90 Bin 131.1 Sign 36 32.02 3 . 2 7 136.12 CPS 1 131.44 Bo 9 1 BT 13 1 1 9. 1 04.06.19 Transformed to exg grid SS GH5196 1 1 31 131.87 131. 7 .7 3 3 3 CTV E Bo 1 nag 6 1 7 . .45 .32 Sign Anti-Terror 8 135.66 Bench 2 12 CTV 137. 94 80 8 .68 131. 3 13 . . .03 1 rai 8 13 Fl 3 2 6 CTV 31 . 7. 8. 8 31 8 9 6 CPS Cano Blocks 4 1 .6 . D 7 CTV Sp 13 2 2 . 4 1 BP py 0 135.1 1 38 31 7 134 4 Sp 31. 131.0 3 31 2 9 1 GrL .31 0 .1 CTV 1 IC Bo 1 1 .0 3 .7 80 1 6 IC Fh 1 5 1 Gas . Bin 7. 135 BP Re C'Box 2 4 137 1 135.51 St 131 IC 2 . Sp 131. 1 2 6 134.97 ct 134 131 St 1 8. 135.3 G2 85 .87 0 u 1 134.77 BT St 32.03 3 3.91 IC . 4 134.96 8 1. 13 1 7 Sv 8 1 134 5.15 St 3 . 13 13 13 3 8 88 6 135.51 4. MH . 1 . t 68 CPS 97 135.51 31. 1 . .58 3 131.21 5 IC 21 St C'Box 0 Flag 1 29 13 3 1 9 . 1 4.9 nage D 131.07 .42 . 3 i 1 13 BP 135.51 34.58 4 .94 .1 2 137 a 1 men s 131 1

138.26 134.89 h 2 8. 0 9 Statue 138 96 r 3 e 1 . 13 ht BT . 24 .23 D 131. 1 v 1 30 2 134.97 134. 57 7 131 nc g 134.95 . St ig 1 Anti-Terror 8 1 8 Pa L BP 0 134.73 4 . CPS St 8 13 8 n 1 i 137 131.63 Be . 3 3 1 ELC .2 3 6 Blocks c IC .0 7 134 8 130. 1 1 8 4 134.96 3 3 8 . n 8 .98 0 1 . 27 7 . CTV3 12 2 1 3 . 137 1 24 e 134.52 96 3 1 86 0 1 1 1 131.07 1 137. 8. . . 31 3 1 F 1 5 .05 IC 13 134.63 .80 1 13 . 4.95 1 9 7 5 138. s 138 5 134.95 IC 1 8 2 137.51 8 134.94 Bo 130. 29. CVR ra .05 131.88 CBX Cano 1 Rev Date Description Drawn Q. Ref. CPS c 1 1 e ct 2 2 1 C'box p Cabin .07 a 128.56 134.96 y 3 H 3 131.93 u 8 25 .8 96 m 1 . D STREET 2 .13 131.30 r 131.89 DP 8 0. 1 33 31.11 1 8 38 St a IC e 1 1 . 13 Bo DP 129.92 g 2 1 GrL 24 Area Under CPS T 2 GrL 13 129 3 Hera a 1 134.39 1 Gas 131.86 .9 .24 7 17 5 n . 31 1 CVR . 8 Construction 131.52 8 BP 3 i 5 1 1 . a s 3 . 1 .66 1 4 1 136.10 3 129.02 1 . 135.46 l 129.16 IGH CVR 2 9 F 7 4 Dr 13 6 0 1 St Sv e e 1 3 BT 4 130 IC CVR 2 131.47 . n 8. 3 .6 4 3 131.92 Planting 37 93 Gy 1 CTV c 17 1 3 4. St nn 131.91 1. 9 CPS CTV H i 1 7 . 7 31. 131.78 13 128.14 n 38.0 1 .90 3 a 1 2 g . 4 1 1 131.91 3 130.77 131.52 3 1 Cobbles 2Bo 1 134.98 .75 138 1 4 7 Ch . 79 Gy 13 0 134.48 . 3 1 ds 8 1 .15 Lp 9 3 9 UNION PASSAGE 8 . ge 1 5 BT . G1 3 7 131.36 0 lar .97 134.67 .3 . Gy 131.69 l 8 1 3 131.61 3 4 .48 St 130 1 0 St 84 .38 1 5 1 3 . Extent of Multiple 3 131.75 Bin .29 3 133.70 13 131.39 1 Bo CPS 3 1 134 7 Covers 13 IC 13 Draina 40 86 . 28. 8 . .9 134.56 134 13 Sp 12 . 138.10 8 Bench 1 9. CVR 1 0 13 52 1 138 134.17 3 131.77 CPS 13 1 ICU 1 St 1.36 134.89 .2 BT 128.41 CVR 130.80 3 4 .35 CPS 4 5 1 . 4 3 134.75 09 31 . CVR 133.71 1 128.23 8 9 134 Gy Gy CTV IC 1 71 . Bin 131 3 8 0 134.42 134. CTV Bo 129 7 5 130.58 1 BP 128.29 6.0 .8 98 Fh . 128.22 . 137.90 3 Gy 3 00 5 8 4 Gy 1 8 . 130. Bo .80 3 13 133.99 131.23 131.31 131 1 135.30 134 57 130.75 129.1 Area Under 134. BT 7

6 131.08 13 .2 St Bo IC Construction 6. 9 130. IC Planting 13 . 1 Bench Duct 9 6 131.25 31 4 1 128.73 ge 13 .1 3 13 3 0.63 1 6.1 na . 1 1 i 20 3 1 1 Lp 6 .68 4 ra 3 1 .3 CTV 137.96 9 D 1 1 . 136 CPS 128.76 .37 7 .10 .09 Bo 12 13 13 9.09 8 3 136. BT 27 C\P 2 7. 1 1 .68 .07 134.95 130.41 1 1 2 3 .92 Bo 0 77 S5C 8 6 Bo . BT 39 3 7 Heras . 13 MH Er 13 7 .56 1 BT BT 128. 128.554 3 1 1 137 Gy IC 3 0. 130.40 St's Gy 131 75 3 16 3 91 IC 28. F 130. 7 134.41 134.23 1 S7A 131.59 e ing 1. 1 CVR c . 134.43 3 1 130.41 Gy nc s Fen 9 5 0 4 a 3 130.9 286850N i Her 7 13 131.020 1 128.33 286850N ng IC 0 131. 131.66 Gas 37 29. Bo 9 . Fh CTV 136.74 8 134. 3 C\P 136 134.0 7 131.63 Bo . 5 .29 .29 134.92 4 9 0 0 .2 .24 6 3 IC 7 130.87 1 6 8 0 42 130. 36 136. 3 .61 1 1 IC 128.44 3 133.49 3 Bo 1 4 Bo IC 134.3 . 1 1 1 131.55 134.95 Gas 0 95 .41 3 St . 128.40 1 3 8 6 3 0 8 3 Bo .40 90 7 .3 CPS 1 3 . 2 4 .4 ICU Av . 0 137.90 0 .05 1 1 6 Statue .1 0 St 4 Bo 3 30 3 4.37 5 Bo 1 IC Ca 13 13 1 1 9 7.1 1 13 CTV 13 1 .38 2 .81 B\P 9 . 131.59 128.44 137. . 1 nopy 8 92 134.56 3 2 37 TT 42 0 Lp 1 ICU .29 30 0 13 1 1 3 . 13 1 1 6 Gy Bo BP 34.0 7 1 3 1 0 3 3 136.29 0.86 3 134.54 .74 0 Er 1 136.16 1 130. . 136.29 136.30 Bo . THL 1 CBX 7 Gy 3 1 130.31 10 Sp S12 136.29 0 130.08 130 8 135.55 12 128.5 7 uct 133.43 . 13 135.81 1 8 8. . 136.573 e D Bo BT 131.39 60 7 CPS 3 5 inag 130. 6 Dra 3 1 THL 3 135.60 136.29 Gy .41 Bin BT .4 91 1 134.32 . 99 128.59 1 5 13 130.10 Bo . 134.9 1 Gy 30 0 Sp 135.42 134. Gy 3 0. Lp 94 1 136.27 0 130.2 135.49 1 Bo BT 6 8 13 128.62 136.55 Sv 34. . 7 134.77 55 Sv 135.23 134.79 134.06 130.19 3 135.05 134.92 2 9 3 130.08 8 ELC CVR 9 5 IC .6 BT 13 Gy 8. 0 Bo 130.60 0 134.10 77 135.32 S11 . 135.97 3 1 12 128. 0 0 128.50 13 136.30 48 134.2 6 THL 1 3 .5 7 134. 133.36 .59 9 .0 134.087 . 1 6 Bo 8 9 130.19 04 Sv Sv 133. 2 134. 22 1 12 Lp 3 128.63 IC 133.23 2 129.83 BT IC 1 134.10 BP 135. IC 7 3 BT 37 133.42 1 31. 1 4 136. 4 134.65 3 . 1 128.63 3 93 .25 7 Sign CPS C'Box ELC Fl 0 4 0 4.6 134.15 CVR 3 BP 134.1 09 .28 Sign 134. 1 88 13 Bo Gy Fh 29. . 1 9 133. 08 3 135.36 1 81 1 135.57 133.61 0 0 30 St 01 133.81 1 80 31.31 2 .70 13 .34 0. 30 130 1 134.62 4 9 0 134.79 CTV . Bin ncing . 3 40 Fe 133. 3 9 . Fl 1 Heras Bo 34.1 0.51 St 1 4 133.07 2 1 Heras Fencing 130. Gy 6 ET 129. 132.54 St 1 ICU CTV .16 7 133.60 133. 132. 130.28 CPS 46 28 130.64 4 IC St 45 2 131 St 0. 5 .6 134.1 Gy 129.9 . Bench 13 5 133.72 133 St .43 RE 129.65 0 6.2 .16 Gas Bo 130 129.9 0 131.07 CTV Bike 9 13 133.12 9 13 3 Si 1 te 7 CPS Racks H CPS 1 130.31 IC o 0 133. Gas BT 3 ard . 28

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125.22 125.19 8 125.42 ICU ONLY 129.11

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Pillar 128.84 ct 1 Gy u 125. 125 C\P 125.34 29. Gy TT Bo 125.27 125.34 129.53 D Planter BT Lp Sign 128.98 128.98 125.33 26 1 .0 BT 129.18 3 C\P 125.34 CP ge .15 9 Birmingham City Centre 5 12 125.34 19 ina Bo 9. ra 12 128.72 D 125. er 125.35 BT Duct 129.20 72 BT

129. 8. 44 0 Plant 128.72 Drainage Duct 8 12 Bo 125.36 BP S3 6 CBX

BP 128.49 0 129.41 CVR 128.737 5. 125.17 Drai 125.35 Pavement 12 Bo na C\P BT Lighting ge D u ct 9 4 125.35 . 8 Wo 2 129.17 BT Wo 128.80 1 .46 8 2

125.33 128.80 1

128.89 129 Planter 128.48 10 .09 Sv 128.92 Flag B2 5BN 125. 129 Retractable BT .13 128.93 Bollard 90 Flag 128. Flag

128. X

95 128.95 IC B 128.51

C 128.95 CBX Sv 128.99 Bo Bo Fh Bo Bo Bo Gy Bo Sv 128 1 2 .5 8 128.87 Retractable 128.58 .9 6 6 Fh Bollards CBX Bollard 128 Sv 12 Steps 8.6 Planter . 59 0 BP 129.07 Planter

128.

9 8 129.22

129 129.15 Planter IC 12 9. BT . 129.18 29 129.23 IC 1 30 129.24 Planter Drainage Duct 29 129.26 . Planter 2 8 e Duct 129.23 Drainag

Drainage Duct 4 129.38

12 9.3

9 12 Planter .35

1 29. 30 TITLE

1 2 9 . 6 8 Topographical Survey 406600E 407300E DATE 406650E 406700E 406750E 406800E 406850E 406900E 406950E 407000E 407050E 407100E 407150E 407200E 407250E SCALE A1@ 1: 1000 June 19 286700N 286700N DRAWN QUALITY REF SS GH5196

Level datum Previous Survey - See note

Grid orientation Previous Survey - See note

Job number 24736

Drawing No. Rev. 24736_T 1

Comments This plan should only be used for its original purpose. Greenhatch Group accepts no responsibility for this plan if supplied to any party other than the original client. All dimensions should be checked on site prior to design and construction. Drainage information (where applicable) has been visually inspected from the surface and therefore should be treated as approximate only. Notes: This survey has been orientated to the coordinate system of StafSurv dwg `Colmore Row Birmingham 10022a` ( August 2018) C Copyright Greenhatch Group. 06/07/13 31 Atkins Limited 6 East The Axis 10 Holliday Street Birmingham B1 1TF

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