Undergraduate Works 2014 by Amanda Tisdall

PORTFOLIO L A N DSCAPE AR C H IT E C T URE amanda tisdall

Amanda Tisdall, BLA (hons), Graduate Landscape Architect Objective My aim as a landscape Architect is to make legible the connections between human society and natural systems, through the design of artful space. I aspire to work as a member of a collaborative multidisiplinary team of talented and innovative individuals and produce work that serves the clients needs. I want to be involved in an inspiring work environment that allows for an exploration of creativity. I have a positive approach and outlook, I am an organised and conscientious worker. A hard working team player and enjoy challenges. I am motivated and enthusiastic, with strong communication skills, a willingness to learn, and a passion for my professional field.

Skills Proficient In the following software • Microsoft Office • Bridge

• Photoshop • ArchiCAD

• InDesign • VUE

• Arc Map • ArcGIS

Developing in the following software • Illustrator • AutoCAD

• Sketch up

Other Pertinent Skills • Site design and analysis • Photography

• Graphic Layout • Public Speaking

• Visualisations • Plant Knowledge

• Hand Graphics

Social skills /Competencies • Dynamic personality, flexible, hardworking, and ambitious. • Self motivated • Well organised and prepared • Ability to prioritise and manage tasks • Can do attitude. Prepared to give all things a go • Team player • Ability to adapt to multicultural environments, obtained by study abroad and Gap year Experinces. • Good communication skills, sociable.

Education Bachelor of Landscape Architecture (Honours) Unitec Institute of Technology, Auckland, New Zealand Four year professional accredited degree

Study Abroad

University of Gloucestershire One year as part of an exchange program

Achievements Nominated for the Landscape Institute South West Award, 2013

Febuary 2010 - April 2014

September 2012 - June 2013

Travel

Gap year

January 2009 - January 2010

Worked in boarding school in Sandhurst, England. Working with children from ages 5 - 13 as a sports coach, and teachers assistant. I also assisted in the boarding house by organising activities for the children, and domestic duties. I also regularly assisted in organising inter school spots fixtures. During school holiday times I took every opportunity to travel throughout the UK and Europe. I immersed myself in each culture by learning basic phrases in each language, stayed in local B&Bâ&#x20AC;&#x2122;s, hostels, camp-grounds, and relied on public transport. I also made the effort to socialise with as many locals as possible throughout each country I visited, and as a result I have many friends throughout the UK and Europe.

Study Abroad

September 2012 - July 2013

Opportunity to study abroad for one year as part of my undergraduate degree I have gained invaluable insights and knowledge of Landscape Architecture from a variety of different cities in both the UK and Europe.

Activities and Interests I am a keen sportswoman and have competed in a wide range of sports from cycling at a national level to tennis, netball, and swimming. I have captained my tennis inter-club team, and school cycling team. In the past I have coached netball, tennis rounders, athletics, hockey and swimming. I also have a passion for photography and am a recognised cycling photographer in New Zealand.

References Penny Cliffin, Senior Lecturer, Landscape Architecture, Unitec Institute of Technology (Work) +64 9 815 4321 ext 7110 (Email) pcliffin@unitec.ac.nz Allan Mitchell, Course Leader, Landscape Architecture, University of Gloucestershire (Work) +44 1242 714583 (Email) amitchell@glos.ac.uk Bill Burford, Head of Department, Landscape Architecture, University of Gloucestershire (Work) +44 1242 714583 (Email) wburford@glos.ac.uk

contact Amanda Tisdall email: amanda.tisdall@gmail.com tel: 07 598 147 588

FABRICATING TERRAIN VAGUE

ELLIOTT STREET CAR PARK, BLEDISLOE LANE, AND MAYORAL DRIVE UNDERPASS 4th year Negotiated Study. Auckland CBD, New Zealand How can appropriation and reframing infrastructure unleash the hidden potentials of three small scale Terrain Vague sites within Auckland CBD? The purpose of a negotiated study is to demonstrate the development of a personal philosophy and landscape architectural strategies through the completion of a self-directed, advanced landscape architectural research project. My proposal stems from an interest in unused sites or forgotten spaces “terrain vague” within a city and how interventions can be implemented within these spaces. All three sites are designed to be interactive urban spaces, flexible and adaptive to the users needs. The designs revolve around the idea of adaptability “emptiness” to over-programmed urban space. Urban dwellers are capable of creating their own meaning in environments.

SE PP

BA Proposed tree positions.

1 C

BIORETENTION TREE PITS Excavated tree pit by machine, rootballed tree, back filled with excavated material, incorporating bark mixture at 1m3 per 3m3 of soil. tree pits are 1500x1500x2000mm with 75mm gravel top. 20x25 girth.

All planting to incorporate minimum depth of 400mm imported topsoil and/or topsoil stripped and stored during site set-up/preparation operations including appropriate treatment. Finished level of topsoil to be topped with 75mm deep layer of mulch, dark brown, nominal particle size 5-75mm.

4 1

Possible plant species - It is recommended that rain gardens are planted with a wide range of species in order to create a densely vegetated, stable and thriving bed, which will thrive without frequent maintenance. A typical rain garden is planted with about 10 species.

PA SK

CC SE

Area (m2)

Species

Plant height (cm)

Plant in groups of:

at spacing (m)

127.0

Cabbage Tree Cordyline australis Renga Lily Arthropodium cirratum Hen and chicken fern -Asplenium gracillimum Costal astelia Astelia banksii Glen Murray tussock Carex flagellifera Sedge Carex testacea Turutu Dianella nigra Glasswort Disphyma australe Raspfern Doodia media Mountain flax Phormium cookianum

800

As per plan

5.0

0.9

SE C

C SK

5 3

3 SK

BA SE

GS Recessed step lights to be incorporated within step rise. For further details please refer to external lighting package.

Recessed wall lights to be incorporated within brick wall terraces. For further details please refer to external lighting package.

3 SE

SU GL

0.6

30-45

0.45

30-45

0.4

0.3

30-45

0.6

120-180

1.2

Species

Plant height (cm)

Plant in groups of:

at spacing (m)

Type 2

Jointed twig rush Baumea articulata

90-120

1.0

10.0

Giant umbrella sedge - 90-120 Cyperus ustulatus

0.9

Purei Carex secta

60-90

0.45

Giant Rush Juncus pallidus

180 - 240

0.4

Lake Club rush Schoenoplectus tabernaemontani

180 - 240

0.4

Type 3

Cutty grass Carex geminata

50 - 120

0.5

6.30

Spreading swamp sedge Carex lessoniana

60-90

0.9

Spike rush Eleocharis acuta

60-90

0.9

Common rush Juncus gregiflorus

60-120

0.9

0.3 0.9

Area (m2)

7 5

30-45

The Terraced Wetland is the second stage of the sites SUDS stragergy. Terraced Wetlands are used to oxygenate nutrient rich water, remove and retain good nutrients and reduce suspended sediments while creating pleasant water features; Different species of wetland plants were selected and designed to absorb different pollutants from the water.

30-45 60-90

TERRACED WETLAND

Recessed lights to be incorporated within pavers. For further details please refer to external lighting package.

amt:design

RAIN GARDENS Excavated to a depth of 400mm to function as part of the top level SUDS system. A generic mix of my choosing. This typology is made up of water tolerant based plants that is part of the SUDS strategy for the top level of the site. The key principle of the rain-gardens is to use plants that will, filter and reduce the amount of stormwater and suspend contaminates moving across the top level before entering the terraced wetland. Most garden plants can withstand short periods of inundation and do not need to come from wetland or marshy habitats. Herbaceous plants should be selected for robustness, long flowering, seasonal interest and ease of maintenance.

architects

Recessed step lights to be incorporated within step rise. For further details please refer to external lighting package.

Cordyline australis

landscap

SOFT MATERIALS PALETTE

Cordyline australis

Notes: 1.) This drawing is to be read in conjunction with all relevant AMT drawings plus relevant engineers and architects drawings.

GS SE

Area (m2)

Species

Plant height (cm)

Plant in groups of:

at spacing (m)

388.0

Costal astelia Astelia Banksii

60 - 90

0.9

Oioi Apodasmia similis

90 -120

1.0

Baumea juncea

45 - 60

0.45

Swamp Kiokio Blechnum minus

60 - 90

0.45

Carex Carex dissita

1.0

Mikimiki Coprosma propinqua

30 - 45

0.9

Karamu Coprosma robusta

30 - 45

1.0

Toetoe Cortaderia fluvida

90 - 120

1.0

Knobby clubrush Fincia nodosa

60 - 90

0.2

Harakere Phorium tenax

180 - 240

1.8

PS SD SZ PA

For further information related to staircase step arrangement at Victoria street please refer to information provided by project architects and setting out/levels drawing (21.10.13/200) for placement.

SU MP

Recessed step lights to be incorporated within step rise. For further details please refer to external lighting package.

Species

Plant height (cm)

Plant in groups of:

at spacing (m)

171.0

Sedge Carex testacea

30 - 45

0.45

Karamu Coprosma Lucida

30 - 45

1.0

Karamu Coprosma robusta

30 - 45

1.0

Terraced Wetland detail to be provided by speacialist manufactureer. Please refer to project architect and structural engineer for further information. Levels and setting out refer to separate detials (21.10.13/200). ACO MultiDrain MD150DS system with galvanised steel brickslot as a ‘surface aperture’. Slot drain to have flush transition to surrounding paving units threshold and to incorporate appropriate brickslot access units suitable for taking textured paving slabs as infill material at specified locations. Drainage channels to connect to main public storm water system via ACO sump units.

Rasp fern Doodia media

30 - 45

0.9

Parataniwha Elastema rugosum

45 - 60

0.1

Native iris Libertia grandiflora

45-60

Bespoke External Elevator. Please refer to manufacturer Schindler for details.

TS PA

KEY Ground Floor

Brushed stainless steel balustrade related to external step structures to be installed with a base plate on-top of concrete up-stand wall and/or pre-cast concrete step unit. Balustrade to have a handrail at 1000mm height above finished surface level. Minimum clear spacing between handrail sections to be 1800mm. For further information please refer to separate details. 100mm deep by 175mm wide open conrete channel. The channel is to be filled with angular grey granite chippings, aggregate size 20-40mm to allow water to flow through and ruderal plants to establish. Laid on 150mm deep reinforced haunched concrete foundation over 150mm depth compacted stone layer over well consolidated ground.

Proposed illuminated in-ground lighting within city deck area. Luminaries supplied by nominated manufacturer. Installation to incorporate concrete foundation above compacted stone layer of 150mm depth GAP 20 over well consolidated ground. For further information please refer to separate details and External Lighting Package. Ekologix Decking Size: 150x1800x30 150x3000x30 Colour: Dark Brown Laid on 100x100 treated H5 timber joist fixed to concrete reinforced concrete foundation. Joist spacing at 600mm centres fixed with hot dipped galvanised ‘Dnya Bolts’ or approved similar. Size M16 x 175mm. Ekologix Decking laid on timber joists as per the pattern on drawing. Fixed with 10g x 75mm 304 stainless steel screws. Side to side edge clearance gap 6mm (Max) and end to end gap butt jointed 4mm (Max). Glass covered daylighted stream with neon lighting. Glass panels laid over 300mm deep channel with 150mm deep reinforced haunched concrete foundation over 150mm depth compacted stone layer over well consolidated ground. Drainage channels to connect to main public storm water system. For further information please refer to separate details (21.10.13/300), setting out drawing (21.10.13/200) for location, lengths and widths and external Lighting Package.

Bespoke Hydraulic Lights manufactured by Tisdall Civil LTD. For further information please refer to project architects and Tisdall Civil LTD.

Stainless steel metal panels 2500x3000mm with roughened texture for non-slip surface. Laid onto timber joists as per Ekologix decking. Bolted onto timber joists using M12 x 100mm stainless steel bolts.

PB PP

Textured concrete paving slab. Size: 600x300x80mm 300x300x80mm Colour: Mid Grey Pattern: Running Bond Laid butt jointed on 30mm sand bed over 150mm compacted stone layer GAP 20 above 200mm compacted stone layer GAP 40 over well consolidated ground. Sharp sand brushed into joints. Prposed building. To be built into the exisitng landscpae underneath top level. For further information refer to project architect and structural engineer. Pre-cast paver step unit. To be connected via dowels to reinforced concrete foundation including sufficient space for ducts for recessed lights. For further information please refer to project architects. Number and exact position of recessed luminaries including relevant cut outs incorporated within individual step units to be coordinated by project Electrical Engineer, project architects and specialist manufacturer.

5.) Details of glass covered daylighted stream refer to details drawing (21.10.13/300). 6.) Refer to project engineers details for specification of sub-base formation and base designs. Engineers to check and confirm the suitability of the sub-base designs details provided by AMT construction drawings. 7.) All imported topsoil is to be inspected by a Landscape Architect prior to spreading. 8.) Top level waterproofing and drainage design to be confirmed by project architect and structural engineer.

10.) External Elevator to be supplied by Schindler LTD. Refer to Schindler LTD for further information.

0.6

Tea tree- Letospermum 30 - 45 scoparium

0.6

Remuremu Selliera radicans

15-30

0.45

Boston Ivy Parthenocissus tricuspidata

150 - 180

0.2

11.) Site SUDS system and details to be confimed by Stormwater and structural Engineers. 12.) Proposed drainage scheme of surface water to be coordinated with project engineer and proposed overalll drainage scheme including the connections to existing public stormwater pipes. 13.) Please also refer to External Lighting Package for further information about in-ground lighting, recessed wall/ step lights, terraced wetland lighting, art wall up lights and bespoke huydraulic lights. M&E engineer to confirm conformity of external lighting scheme with relevant regulations/guidance. 14.) Some areas of the external pacing/access routes are not compliant with building regualtions and/or DDA. The indicated levels, surface falls and ramp gradients including location of tactile paving within these paving/pedestrain areas are subject to confirmation of acceptance by client and building control. 15.) Compatibility of external works propsals with building facade materials and damp proof memebrane/course to be confirmed by project architects. 16.) Proposed specification of reinforced concrete structures related to external staircases/steps to be confirmed by project structural engineer.

1:100

Bespoke pre-cast staircase step unit as manufactured and supplied by Tisdall Civil LTD or similar pre-cast stone units to be connected via dowels to reinforced concrete foundation including sufficient space for ducts for recessed lights. For further information please refer to project architects and Tisdall Civil LTD. Number and exact position of recessed luminaries including relevant cut outs incorporated within individual step units to be coordinated by project Electrical Engineer, project architects and specialist manufacturer. ACO MultiDrain MD150DS system with galvanised steel brickslot as a ‘surface aperture’. Slot drain to have flush transition to surrounding paving units threshold and to incorporate appropriate brickslot access units suitable for taking textured paving slabs as infill material at specified locations. Drainage channels to connect to main public storm water system via ACO sump units. Pre-cast concrete edge, 150x150x915, colour Mid Grey, laid butt jointed over 150mm concrete foundation over 150mm deep compacted stone layer GAP 20 over well consolidated ground. Concrete edge to have a flush transition to adjacent (PA) paving slabs. Slotted pre-cast concrete kerb edging for drainage into planters, 150x150x915, colour Mid Grey, laid butt jointed over 150mm concrete foundation over 150mm deep compacted stone layer GAP 20 over well consolidated ground. Concrete edge to have a flush transition to adjacent paving slabs.

ACO MultiDrain MD150DS universal sump unit with plastic silt bucket. 500mm length x 185mm wide x 735mm deep, where indicated sump unit to be appropriately connected to slot drainage channels. Sump unit into 150mm depth haunched concrete foundation over 150mm depth compacted stone layer GAP 20 over well consolidated ground. Bespoke in-ground water fountain. Refer to manufacturers specification in regards to installation. Refer to setting out drawing (21.10.13/200) for positioning of nozzles in (PA) paver’s. Refer to mechanical engineers drawings for sub-paver pipe work. Proposed bespoke timber seating as supplied by Tisdall Civil LTD. Refer to detail drawing (21.10.13/300) for details on types of seating (A,B,C,D) and setting out drawing (21.10.13/200) for placement and lengths. Recessed uplights to be incorporated into paving facing up onto the Art Wall. For further information refer to external lighting package. Number and exact position of recessed luminaries including relevant cut outs incorporated within individual pavers to be coordinated by project M&E Engineer, project architects and specialist manufacturer.

Sections - Refer to detail drawing 21.10.13/300

17.) Compatability of planting proposals with underground buildings and damp proof membrane/course to be confirmed by project architects.

A-A

Indicative sections timber seating type_A

B-B

Indicative sections timber seating type_B

18.) Do not scale from this drawing. All dimensions are indicated in mm unless otherwise stated. Indicative hatch patterns do not represent actual paving units or other materials.

C-C

Indicative sections timber seating type_A/B

D-D

Indicative sections timber seating type_C

E-E

Indicative sections timber seating type_D

F-F

Indicative section of Glass Covered Daylighted Stream adjacent to paving

Project Title; Elliott Street Car park Drawing Title: General Arrangement Client: Auckland City Council

G-G Indicative

section of Glass Covered Daylighted Stream adjacent to Ekologix Decking.

TS PA

HARD MATERIALS PALETTE

TS SE

4.) Details of bespoke Timber seating refer to details drawing (21.10.13/300).

9.) ACO Civic drain shallow to be supplied by approved ACO stockists.

Area (m2)

3.) For information related to proposed building/building facades please refer to information provided by project architect or structural engineer.

LOW SHRUB MIX Planting to consist of low height species and not to exceed 600mm in height above surface level of relevant locations (i.e. infront of seating overlooking site in order to provide adequate visibility for people).

2.) Sites SUDS sytem outlet is to be connected to exsiting public stormwater system located in Albert Street. Inlet is to be connected to exisitng public stormawater system located in Darby Street. For further information please refer to stormwater engineer.

MEDIUM SHRUB MIX Planting to consist of medium height species and not to exceed 1500mm in height above surface level of relevant locations.

Drawn by: AMT

Date: 21/10/13

Scale: 1:100

Checked by: PC

Date: 23/10/13

Rev: A

Project number: ESCP.AKL.001 Drawing number: 21.10.13/100

NORTH PLACE DEVELOPMENT

A high quality mixed use development for Cheltenham Design Thesis. Cheltenham, England I proposed that North Place and Portland Street car parks should be developed as an extension to Cheltenham town centre providing commercial, residential and public open space to the local residents. This extension is designed in an appropriate and sympathetic manner with the provision for recreational activities such as festivals to be held within the site. I wanted to create a site that is an exciting and iconic space which will become a destination used by visitors and locals.

8 the overlook

The Overlook elevated pathway system starts from ground level at Portland Street and sweeps over the site towards the Brewery. Opportunity for an elevated shopping experience and dynamic views of Trinity Square and the North Place development.

north place

living wall

3 grand lawn

As Trinity Square drops down, there is an opportunity for a living wall,which enhances the sense of nature within the square.

proposed buildings

tree pit

Containing Trinity Square’s feature tree Quercus ilex, evergreen Oak.

2 digital waterfall

3 grand lawn

1 pebble seating

Three story residential apartment blocks. The second story, which overlooks the sqaure and follows the same level as ‘The Overlook’ pathway will be used for retail.

portland street

CASTLE MEADS/ALNEY ISLAND NATURE RESERVE An international flood management and wetland interpretation centre Sustainable Technologies. Gloucester, England

Wetland Habitat

Seeded or hand planted with plant species which are tolerant of water and to be implemented alongside a strong maintenance and management plan for control of succession. (See planting palette for species list).

7.00 SD CS

Reed Beds

11.00

Is a mix reed bed filtration system. Excavated and planted with phragmites and typha etc. (see planting palette) for the cleansing of grey water from the visitor interpretation centre, car parking area and the sdjacent road.

1:1000

GC CP

amt:design

Marginal /Emergents

Excavated to a minimum depth of 0.5m and planted with marginal and emergent species to function as a tool for taking excess water off the site, create a BAP habitat.

Aquatics

CS 7.00

Excavated to a depth of minimum 1m and planted with Aquatic and emergent species to function as a tool for taking excess water off the site, flood alleviation and to create a BAP habitat.

CP BB

7.00

Open Water Excavated to a depth of 2m to function as a tool for taking excess water off the site, flood alleviation and to create a BAP habitat.

7.00

Wet Woodland and Carr Mix Tree species tolerant of wet or boggy conditions to be introduced and maintained in order to create a constantly wet wooded area.

PP BR

50,000

architects

Dry Woodland

BK ED

67,257

9.00 10.00

Tree species relevant to the local character and conditions of the site to be introduced and maintained to create a dry wooded area. Special care should be taken to conserve and enhance local wildlife i.e. bats and birds. (See maintenance and management document).

9.00

Pollarded Willows/willow spilling (throughout the landform)

Planted in the landform to provide a strcutural element for protection of the landform from erosion

ED BW

9.00

11.00

Rain Gardens

Excavated to a depth of 300mm to function as part of the car parking area SUDS system

Bio-filtration Swales

10.00

Excavated to a depth of 300mm to function as part of the car

11.00

parking area SUDS system

12.00

Extensive Living Roof

11.00

Constructed using Lindum Wild-flower and meadow grass mat with an extensive management plan and irrigation for the first three years until well established. (See planting palette for species list).

ED ED

11.50 13.00

17,257

12.00

Bioretention tree pits

Excavated tree pit by machine, rootballed tree, back filled with excavated material, incorporating melcourt topgrow bark mixture at 1m3 per 3m3 of soil. tree pits are 1500x1500x2000mm with 75mm gravel top. 20x25 girth.

BW HG

12.50

10.50 BK

KEY

10.00

Angle -39.25 from North

14,584

Plan extract location of Levels and Setting Out Drawings. Refer to drawings, Levels - 10.05.13/200, Setting Out 10.05.13/300, 10.05.13/301.

9.50

GC PP

HG DD

HG EE

th 12.50 bh 11.00

13.00

Sections - Refer to detail drawing 10.05.13/400

11.00 CP

11.00

1.) This drawing is to be read in conjunction with all relevant AMT drawings plus relevant engineers and architects drawings.

C-C Indicative section of Landform type_1 with a sloped

2.) For information related to building facade please refer to information provided by project architect.

bank to grow wild-flowers.

11.00

11.50

Notes:

B-B

Indicative section of car park, swale, boardwalk, pathway, landform interface. Scale 1:50.

12.00 EE

A-A

Indicative section of car park, swale, pathway, landform, wetland interface. Scale 1:50.

th 12.50 bh 11.00

12.50

Indicative Levels

GC 11.00

PP 11.00

D-D

Indicative section of Landform type_2 terraced bank with willow spilling for bank support.

11.00

E-E Indicative section of Landform type_3 pre-cast concrete

paver steps.

10.50

F-F Indicative section of elevated wetland pathway.

10.00

G-G Indicative section of wetland pathway H-H Indicative section of wetland stop with seating

9.50

3.) Details of all external lighting is to be provided by Castaldi Illuminazione Ltd. 4.) Details of bespoke bridge is to be provided by Allerton Steel Ltd. 5.) Details of bespoke “Wetland Stops” is to be provided by Tisdall Civil Ltd. 6.) Concrete foundation and haunching is to be restricted to maintain minimum 100mm soil adjacent to kerbs. 7.) Refer to project engineers details for specification of sub-base formation and base designs for all traffic areas. Engineers to check and confirm the suitability of the sub-base designs details provided by AMT construction drawings. 8.) All imported topsoil is to be inspected by a Landscape Architect prior to spreading.

HARD 1.

MATERIALS PALETTE

Marshalls flat top natural stone edging Size 250x50x150mm Laid on - 6mm laying course 100mm deep, on 20mm sub-base 150mm deep.

Bridge Bespoke bridge. Please refer to manufacturer Allerton Steel for details.

Ground Floor

Open Jointed Concrete Planks Size - 300x3000x150mm, 100mm gap between planks filled with sand and soil mix for plants to establish within gaps. Laid on - 100x100m concrete footings, 100mm thick compacted topsoil laid over subsoil and firmly consolidated.

Board-walk

Core 10 Steel Bespoke Core 10 steel edging as part of wetland stops.

CCA Treated Hi-Grip Excel softwood non-slip decking timber - refer to detail drawing. Size - 70x145x2000mm

Marshals recycled plastic edging. Flat top finish Colour - Black Size - 910x40x150mm Held in place by proprietary plastic pegs

BW CTS Bridges Ltd. Timber engineering.

Marshals machine laid grass guard permeable paving system. Colour - Earth brown Size - 600x400x120mm Laid on - 25mm bedding layer on 150mm sub-base (compacted quarry waste or similar unwashed material containing sine soil or loam). Ontop of a 400mm open-graded sub-base Lindum Grassfelt Grassfelt 700 700gm2 with internal polypropylene scrim Hard-wearing/wild-flower mixture 2m roll width Fixed with 150mm biopegs Laid on - 100mm min topsoil laid over the sub-soil and firmly consolidated. The soil should be moist before laying.

HG No particle is to be larger than 40mm, and must be PP

Marshals Olde Priora permeable paving system. Colour - Natural Size - 200x100x80mm rectangular block. Patented interlocking rib system with 6mm jointing. Laid on - 6mm laying course 100mm deep, on 20mm sub-base 150mm deep.

Rumble Strip Marshals keycheck rumble strip and deterrent paving. Colour - Red Size - 200x200x60/75mm Laid on - 6mm laying course 100mm deep laid on 20mm sub-base 150mm deep.

Hoggin

well graded. Hoggin must be spread evenly over a 150mm compacted hardcore with an 8 tonne roller to the required thickness. Compacted thickness should be at a depth of around 80/100mm. When the required depth of hoggin has been laid 50mm of 20mm gravel should be rolled onto the surface. The layer of gravel is bound by the hoggin and provides a wearing course.

9.) Do not scale from this drawing. All dimensions are indicated in mm unless otherwise stated. Indicative hatch patterns do not represent actual paving units or other materials.

1:200

Safegrid Galvanised Steel Decking

Castaldi Architectural Lighting - Tellux / T00-LWMF Submerged operation - max allowed depth 10mt Mounting - Ground recessed Dimension - Cutout shape, Round Diameter 80mm, height 200mm, Recessed depth 75mm.

SD Load bearing bar 41mm centre 10mm thick with 6mm twisted transverse bar every 50mm. Held up by a galvanised steel H beam every 1m 152x89x6000mm Supported by a galvanised steel post 100x100x1600mm every 10m

Castaldi Architectural Lighting - Duetto/reflex 150 direct-indirect system. Mounting - Pole, set into concrete foundation for stabilisation. Dimension - Width 800mm, height 6000mm Castaldi Architectural Lighting - Minizack pathway 1. Ground Floor light.1:200 Mounting - Ground recessed Dimension - Diameter 145mm, height 105mm, Recessed depth 75mm

Ground Floor

Castaldi Architectural Lighting - Adjustable underwater floodlight. Submerged operation - max allowed depth 10mt Mounting - Ground surface Dimension - Diameter 140mm, height 200mm

Ground Floor

Project Title; Alney Island Gloucester Drawing Title: General Arrangement Client: Gloucester City Council Drawn by: Date: AMT Checked by: Date: AM Project number: ALN.GLO.001 Drawing number: 10.05.13/100

Scale: 1:200 Rev: A

1:200

Ground Floor

landscap

1:200

GATEWAY TO THE COUNTRYSIDE

CASTLE MEADS/ALNEY ISLAND

SOFT MATERIALS PALETTE

landscap

The aim of this project was to produce an innovative and ambitious proposal for the future use and development of Castle Meads and Alney Island Nature Reserve. The site was considered as a gateway into Gloucester City and also a combined exemplar of food-plain and ecological management and as an exciting, dynamic and iconic landscape immediately adjacent to and accessible from the historic Gloucester city centre and its docks.

1:200

amt:design #Project Name

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#Client Section B-B Indicative section of car park, swale, boardwalk, pathway, landform interface. Scale 1:50 REVISION #: PHONE: #Company Phone #Project Name SHEET

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Section C-C Indicative section of Landform type_1 with a sloped bank to grow wild-flowers

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Section A-A Indicative section of car park, swale, pathway, landform, wetland interface. Scale 1:50

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SHEET TITLE: Layout

architects

SHEET

Section D-D Indicative section of Landform type_2 terraced bank with willow spilling for bank support

SHEET TITLE: Layout

ISSUED: PROJECT #:

#Company Address

8/05/13 #Pln

#Street #City

FAX: #Company Fax #Company Email #Company Web

Section E-E Indicative section of Landform type_3 pre-cast concrete paver steps

Notes: 1.) This drawing is to be read in conjunction with all relevant AMT drawings plus relevant engineers and architects drawings. 2.) Proposed drainage SUDS scheme of surface water to be coordinated with project engineer and the overall proposed SUDS system.

Plan view of bespoke wetland stop_1

3.) Landform details are to be read in conjunction with landform detail plan 10.05.13/101 as to where exact placements of each. 4.) Further details of bespoke “Wetland Stops” is to be provided by Tisdall Civil Ltd. 5.) These details do not represent the exact placement of plant species.

Section F-F Indicative section of elevated wetland pathway

6.) Levels and extents of bank slopes refer to Setting Out and Levels drawings.

Section H-H Indicative section of wetland stop with seating. (Further details of bespoke “Wetland Stops” is to be provided by Tisdall Civil) Ltd.

6.) Do not scale from this drawing. All dimensions are given in mm unless otherwise stated. Indicative hatch pattern do not represent actual paving units or other materials.

Axonametric view of bespoke wetland stop_1 Section G-G Indicative section of wetland pathway

Project Title; Alney Island Gloucester Drawing Title: Detail Sections Client: Gloucester City Council Drawn by: Date: AMT Checked by: Date: AM Project number: ALN.GLO.001 Drawing number: 10.05.13/400

Scale: 1:50, 1:25 Rev: A

SOUTH EAST AUCKLAND DEVELOPMENT PLAN Clevedon, Auckland, New Zealand

The south east Auckland development plan consisted of three projects that addressed the issues around urban growth at three different scales. The dicoveries and ideas from each project were transformed and refined in the next one. I was to investigate the possibilities of an alternative model of urban development – horizontal urbanization outside the proposed urban limits. The focus was on ecological performance and livibility of the proposed development. I was to recognise and analyse the main landscape factors, elements, processes and patterns within the Auckalnd wider region in order to identify areas where innovative forms of settlement/growth can be located and implemented.

Amanda Tisdall 1348088

CLEVEDON

Amanda Tisdall 1348088

Clevedon Eco Island is a new development that is situated within the Clevedon valley south west of the existing Clevedon village, surrounded by the 100 year floodplain. Its aim is to become a sustainable self-sufficient community. 81 HECTARES

1623 DWELLINGS

ECO ISLAND - STORM WATER MANAGEMENT

4869 PEOPLE A

A swale is a vegetated earth channel that provides storm-water conveyance and whose organic matter provide treatment of runoff

BIOFILTRATION SWALE SWALE VEGETATION PLANTED APPROPRIATELY

COMMUNITY HUB

The topography of the area for development has two main rivers (Wairoa River and Taitaia stream) running down either side of the site, which ends up in the Tamaki Strait then feeds into the Hauraki Gulf. A subtle ridge that cuts through the middle of the site and creates runoff into these rivers. Catching the storm-water and putting it through a treatment process before it permeates into the river systems is very important especially as the site lies within the 100 year flood plain. This is also a key component for the site to be sustainable and ecologically resilient.

C Scale_1:20

TERRACED BLOCK - STORM WATER MANAGEMENT

Existing green open space in Clevedon provides an opportunity to become the new heart of Clevedon.

CONCRETE WALL TO SUPPORT SIDE OF SWALE LOCATED ADJACENT TO ROAD/FOOTPATH

BIOFILTRATION SWALE BOARDWALK DETAIL

D D

IMPERVIOUS SURFACE

VARNISHED TEAK/PINE WOOD

CONCRETE WALL TO SUPPORT BOARDWALK AND SIDE OF SWALE AND LOCATED ADJACENT TO ROAD/FOOTPATH

This has been achieved by a variety of storm water management interventions such as swales rain gardens, and living roofs that run throughout the terraced block (with the swales being the main design intervention). These storm-water devices collect water from the surrounding terraced houses, and adjacent roads, walkway’s/cycleway’s. The devices break up the impervious surfaces to collect water, and look of the terraced block. They will also substationally add to the amenity of the area.

SWALE PLANTS

STREET TREES

Lily _ agapanthus Petunia _ Petunia Scarlet Piripiri _ acaena microphylla Knobby Club Rush _ ficinia nodosa Carex _ carex virgata Carex _ carex flagellifera

Tiktoki _ Alectryon excelsus Cabbage Tree _ Cordyline australis Ginko _ Ginko

BIORETENTION MEDIA THEN TRANSITION LAYER WITH A GRAVEL BASE

OVERFLOW OUTLET POROUS UNDERDRAIN (CONNECTED TO STORMWATER CHAMBER)

Scale_1:20

PLANTER BOX / SWALE CROSS SECTION

ROAD CROSS SECTION

ECOLOGICAL CONNECTIVITY

LIVING ROOF

TERRACED HOUSE

Buffered Ephemeral streams, green community hub combined with onsite stormwater management creates a crucial link between the Hunua Ranges, Clevedon Scenic Reserve and the Hauraki Gulf

WALKWAY / CYCLEWAY

BIOFILTRATION SWALE

PATHWAY

CAR PARKING

ROAD

2.5M

3.5M

ROAD

CAR PARKING

PATHWAY

BIOFILTRATION SWALE

WALKWAY / CYCLEWAY

LIVING ROOF

Scale_1:50

ROAD

TREE / PLANT BOX

BIOFILTRATION SWALE

WALKWAY / CYCLEWAY

LIVING ROOF

Scale_1:50

3D RENDERING Unitec Courtyard

Fantasy City

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HAND DRAWN GRAPHICS

PHOTOGRAPHY

amanda tisdall UNDERGRADUATE STUDENT WORKS 2014