CV + Portfolio of Ian Arevalo 2021

CV + PORTFOLIO

ian arevalo

2021

curriculum vitae

summary

0409 778 477 ian.arevalo@gmail.com

Ian has been in the architectural industry since 2002. He has been involved in a wide range of projects of different scales. He also has professional exposure in related fields such as town planning & facade construction. In 2015, Ian added Landscape Architecture to his growing fields of interest.

He has completed his studies in Masters in Landscape Architecture and seeks to further explore expressions in design innovation.

ian arevalo experience 2015 - present

Emerge Associates Designer / Drafter Designed public open spaces, themed play spaces and urban landscapes. Prepares Landscape drawings documentation and detailing. Prepares 3D presentation models for visualisations.

Assists in producing specifications, cost estimates and quantities. Responsible for managing company CAD standards and provides induction and training to staff.

Amberton Banksia Grove

July 2013 - Dec 2014

Calleya

The Vale

North Perth Common

John Mactivation Park

Planning Solutions Designer / Drafter Prepared design studies of potential sites for clients for various site conditions and areas.

Provided technical drafting support for Planners for various Government submissions.

Drafted subdivision plans/concepts for design and sales purposes. Also provided 3D models & Masterplans for potential development in Northern WA. Also managed company CAD standards and graphics library Marina Spoilbank Port Hedland

Shire of Roebourne Planning Study

Kurra Village Oct 2009 - Mar 2013

HUAY Architects Design Architect Coordinated various types of projects which includes online authority submission to the different councils and various building utilities as required. Attended Site inspections and construction meetings. Key player in the Design Team for the development of different complex and mixed projects. Participated in the production of Design Competition entries.

Apr 2009 - Oct 2009

Heritage East – 2-Storey Conservation Shophouse & 5-Storey Resi. Blk (65 Units)

72 Lorong 19 Geylang – 9-Storey Industrial Block

Dunearn Suites – 5-Storey Condominium

Sin Ming Motor Hub – 8-Storey Workshop

Sowers and Seeds Holdings Pte. Ltd. Designer / 3-D Visualizer & Modeller Created 3-D studies and visuals for live drawing checking and coordination. Conceptualized internal structure, and mold designs of the various theme park elements. Cooperated with the team in the production of Shop Drawings and Character Model Drawings.

Far Far Away Land Castle and Surrounding Theme Structures (Universal Studios Singapore)

Feb 2007 - Mar 2009

Smallwood, Reynolds, Stewart and Stewart Designer Team player tasked to conceptualize and design various projects from hotels to resorts starting from sketch to presentation. Modelled 3D studies of various Competition Entries. Assigned as Lead CAD Designer for a 4 & 5 Star Hotel in Kolkata project from Concept Stage to Construction Documentation. Includes coordination with team-members & periodic design meetings.

4 & 5 Star Hotel, Kolkata, India (Holiday Inn & JW Marriott) Ritz-Carlton Hotel Expansion, Dubai Vina Capital Tower, Vietnam

2002 - 2007

Architectural Experience (Philippines) D & B CAD Services

Professor Torsten Calvi Corp

ACS of the Philippines

RVP Architects

education 2019 - 2021

Master of Landscape Architecture (with Distinction) University of Western Australia

2002

Bachelor of Science in Architecture University of Santo Tomas, Philippines

certification + affiliations 2021

Australian Institute of Landscape Architects Graduate Member

2005

Passed Architect’s Registration Exams Professional Regulation Commission (PRC) License #0019539

2012

AutoDesk Revit Level II Training AutoDesk Revit Level I Training

skills Digital

AutoCAD (2D / 3D) Revit ArchiCAD Photoshop Indesign Sketchup VRay rendering Lumion rendering Enscape rendering MS Office

Manual

Hand Drawing Sketch Design & Concepts Perspectives Manual Rendering

references Available upon request

HAROLD ST

MARY ST

LINCOLN ST

S T A L B A N S AV E

C H AT S W O R T H S T

folio

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BEAUFORT ST

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HAROLD ST

BROOME ST

what if

BEAUFORT STREET

what if it was...

welcoming & engaging

The ‘What If Beaufort Street’ folio was the product of the Masters’ studio design unit. It endeavored to improve and revitalise Beaufort Street as it faces issues such as commercial and retail inhibited growth and competition from nearby high streets.

This folio proposes a design strategy that ‘meander’s’ the street’s orientation to create pockets of space for various design opportunities, calm vehicular traffic speeds, and promote pedestrian exploration. This design strategy also responds to users and business owners need of a better urban experience by replacing box canopies with natural shade and introduction of ‘incidental’ playspaces.

passive surveillance, activation and lighting for safety

corridor links

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2

Lincoln st road transition into Beaufort Street shared space through change of pavement type and raising of vehicular roadway to be level with pedestrian paths Broome st parking to be converted to passive recreation and playspace. Also can accomodate minor events

3

Winding path for traffic calming

4

Mary st piazza designed to transition to users from hyde park and vice versa. Potential break out space for nearby local business events

5

Harold Street intersection to provide green median island. Potential art location

6

Queens tavern outdoor dining space

7

Beaufort St section to Vincent St intersection to be provided with outdoor alfresco space and activated nodes.

8

Creative corridor lanes to be designed with low lighting (can be directional lighting) to be residential friendly (lower than 1.8m high fences). Art commissions to be considered for these laneways

8

9

Proposed Garden Street space at Clarence St. Refer to the ‘The Spot’ booklet

11

Passive recreation turfed area. Able to accomodate food trucks. Native vegetation to be strategically planted to surrounding edges

11

Large feature playspace. To be nature play and be integrated with nearby treatment swale for educational and exposure purposes

12

Rainwater runoff treatment swale. To integrate artwork depicting flora and fauna themes

13

Space for large events. (Stage plays, Outdoor movie showing, Live bands, etc)

14

Outdoor feature space to accommodate Astor theatre special events

15

Feature space for pop-up cafes. Flexible space for various pop-up functions

16

Verge planting. Potential space for community gardens and similar community-owned endeavours

17

Umbrella trees to serve as natural canopies

18

Green-ifying to parking area edge

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WA

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BARLEE ST

CLARENECE ST

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mini, pop-up events

board games, group game experience

celebration and semi-private gatherings

live bands, outdoor dining

BEAUF

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Matilda bay plaza

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Views pavilion

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Future train station

4

Reid plaza + underground parking

5

Reid library

6

Roof garden

7

Foreshore active play area

8

Viewing deck

9

Drop-off point (taxi / uber)

10

Camping grounds

11

Nature trail / hiking

12

Floating timber deck

13

Bus stop

14

Matilda bay & UWA bus stop with overhead pedestrian link

15

Oak lawn + underground parking

16

Riley oval + underground parking

17

Kings park green connection

18

Extended river edge

8

Swan River t et ck Ha e iv Dr 9

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10

13 8

11 9 12

folio

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Matilda bay park ma ster pla n

The Matilday Bay Masterplan is a folio proposal that aims to transition this iconic site to the future in the context of Perth’s urban and academic setting.

This masterplan proposes to integrate its equally significant neighbor, the University of Western Australia, more specifically, Reid Library as the foreshore’s setting is an ideal environment for learning.

Another aspect to the masterplan is the continuation and bridging of native vegetation to form an ecological corridor from the southern river foreshore to Kings Park to the north. This connects Pelican Point to the biodiversity reserve that Kings Park offers.

As a parallel objective, the ecological and amenity design choices combine to form an urban park that enhances the site’s rich story and makes it available to all visitors.

Reid library Study lawn Water feature Promenade Reid plaza Entry stair

Overhead Pedestrian link Matilda Bay Events plaza Pavilion Timber decking at foreshore

Swan River

Matilda Bay

Hackett drive drop-off

7

folio joondalup

green corridor

restoring connections & reaching for the coast Lake Joondalup’s green restoration and continuation will require modification through the urban spaces of the city. Collier Pass street interface with the large shopping centre will need to be planted thorougly with native vegetation. Its narrow profile was a challenge rationalize as the verge had constant interruptions and openings for vehicular access. Fortunately, there were a few spaces that allow planting such as the swale planting near Joondalup Drive.

This proposal then continues to link up to Elcar park through the underpass which has a lightwell located in the median. This should serve well for proposed planting as well as connectivity through the major road.

Elcar Park is also redesigned to integrate more native planting rather than turf areas. Its existing trees will be retained as they are well established and add a lot of shade. This park is sited between a facing structures that are zoned to be part of the city centre and should be well utilized in the future.

folio

8

green bridge The proposed bridge will allow native pollinators to have access across Mitchell Freeway.

Native vegetation will have an uninterrupted genetic diversity and promote population health. This bridge also functions to serve pedestrians and cyclists access to and fro the cycling network of the Freeway.This will also allow Joondalup’s city centre to be accessible from the suburb of Connolly thus potentially enabling increased activation for retail and commercial in the area.

The bridge also allows a connection to Mitchell Freeway’s verge planting, which is relatively an unbroken NorthSouth ecological corridor.

documentation

9

LEGEND EXTENT OF WORKS

230

231

228

229

227

226

PROPOSED CONCRETE FOOTPATH

225

1-3 05

EXISTING FOOTPATH BY CIVILS

1-9 06

LIMESTONE RUBBLE / LIMESTONE WALLS 274

209 210

EXPOSED AGGREGATE CONCRETE COLOUR: TYPE A: 'MAGNOLIA' BY HOL TYPE B: 'KARRI' BY HOLCIM CEMENT STABILISED 5 COMPACTED LIMESTONE 05

TYPE A TYPE B

275

211 276

AVIATOR BOULEVARD

RUBBER SOFTFALL & MOUNDING

277 278

13 05

CONCRETE MOW KERB

MK 279

12 05

SHRUB PLANTING 280 ROLL ON TURF

600mm WIDE MULCH ONLY MAINTENANCE STRIP TO BACK OF KERB FUTURE PUBLIC ART LOCATION

NT OF

EXTE

S

WORK

6 06

500mm HIGH LIMESTONE RUBBLE SEATING WALL

6 08

240LT BIN

5No. TREE GRATES

3 06

500mm HIGH LIMESTONE RUBBLE SEATING WALL

5 06

500mm HIGH LIMESTONE RUBBLE SEATING WALL

STANDARD NOTES 1. SET OUT & DIMENSIONS.

THE CONTRACTOR SHALL SET OUT AL PATHS, WALLS, HARD SURFACES AND ELEMENTS EITHER ON OR OFFSI PRIOR TO CONSTRUCTION AND SHALL OBTAIN THE SUPERINTENDENTS OUT APPROVAL PRIOR TO WORKS COMMENCING. WRITTEN DIMENSIO SHALL TAKE PRECEDENCE OVER SCALE. CHECK ALL DRAWING SCALES CONJUNCTION WITH DRAWING SIZE.

2. SERVICES & SITE ASSETS.

6 07

THE CONTRACTOR SHALL INVESTIG THE NATURE AND LOCATION OF ALL EXISTING SERVICES AND RETAINE SITE ASSETS AFFECTED BY THEIR WORKS. FAILURE TO TAKE DUE CAR SHALL NOT LIMIT THE CONTRACTORS LIABILITIES.

7 06

3. REFERENCE.

THE CONTRACTOR SHALL REFER TO ALL CONTRACT DOCUMENTS, THE SPECIFICATION AND DRAWINGS PRIOR TO AND DUR THE WORKS.

4. DISCREPANCIES.

NOTIFY SUPERINTENDENT OF ANY SUSPECTED OR KNOWN DISCREPANCIES OR ERRORS PRIOR TO THE ORDERING OF AFFECTED MATERIALS AND OR CONSTRUCTION OF AFFECTED WORKS.

5. RELEVANT STANDARDS.

THE CONTRACTOR SHALL UNDERTAKE ALL PRICING AND WORKS IN ACCORDANCE WITH CURRENT INDUSTRY BEST PRACTICE AND ALL RELEVANT AUSTRALIAN STANDARDS.

6. SERVICE LOCATOR.

THE CONTRACTOR SHALL UNDERTAKE A DIAL BEFORE YOU DIG PROCESS PRIOR TO COMMENCING WORKS ON SITE. THE CONTRACTOR SHALL ENGAGE A SERVICE LOCATOR TO MAP THE SPECIFIC LOCATIONS AND DEPTH OF ALL SERVICES AND ADVISE ALL RELEVANT STAFF AND SUBCONTRACTORS IN WRITING PRIOR TO COMMENCING WORKS ON SITE.

5 06

580 NATURE PLAY. REFER CAT-11-04A

8 06

LIMESTONE EDGE TO WHITE SAND

ROAD

COLOURED CONCRETE TO MATCH SOFTFALL COLOUR 578

646

6&9 06

MIE DRIM

8 06

500mm HIGH LIMESTONE RUBBLE 579 SEATING WALL

1-3 10

6 05

1-2 FEATURE SHELTER 07 WITH PICNIC TABLE

4

14.05.2015

3

16.03.2015

2

12.03.2015

1

09.03.2015

IA

CONSTRUCTION ISSUE / STRUCTURAL AMENDMEN

A

23.01.2015

IA

ISSUE FOR COMMENT

DATE

BY

ISSUE OR AMENDMENT

REV

SC

AMENDMENTS TO PATH ALONG PERKINS DRIVE

IA

COUNCIL APPROVAL AMENDMENTS

IA

CONSTRUCTION AMENDMENTS

THIS IS AN UNCONTROLLED DOCUMENT ISSUED FOR INFORMATION ONLY UNLESS SIGNED BELOW AT EACH RELEVANT STAGE.

BENCH SEAT

3-5 07

2.1m DUAL USE PATH

1 05

2 09

THIS DESIGN IS NOT AUTHORISED WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

23.0 EMERGE DIRECTOR

INTERNAL PRETENDER REVIEW

1 09

577 EXPOSED AGGREGATE AMPHITHEATRE AND STAIRS TO BEACH VOLLEYBALL COURT

INTERNAL DESIGN REVIEW

BEACH VOLLEYBALL NET

THIS DRAWING IS NOT AUTHORISED FOR TENDER WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

647

EMERGE DIRECTOR

AUTHORISED FOR CONSTRUCTION

1 09

THIS DRAWING IS NOT AUTHORISED FOR CONSTRUCTION UNLESS IT IS MARKED REV 1 OR HIGHER AND IS SIGNED HERE

648

IVE

INS DR

PERK

576

650

Integrated Science & Design PERTH (08) 9380 4988 BUSSELTON (08) 9754 7499

6 08

11No. TREE GRATES

651

S

PROJECT

CATALINA ESTATE CLARKSON, W.A

RK OF WO

NT EXTE WHITE SAND BEACH VOLLEYBALL COURT

575

EMERGE DIRECTOR

649

STAGE OR PHASE

652

STAGE 11 POS (PHASE 2)

DRAWING TITLE

HARDSCAPE PLAN

653 600mm WIDE MULCH ONLY MAINTENANCE STRIP TO BACK OF KERB

CLIENT

TAMALA PARK REGIONAL COUNCIL

654



THE CONCEPTS ON AND CONTENT OF THIS DRAWING REMAIN THE PROPERTY OF EMERGE. TH DRAWING SHALL ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS COMMISSIONE UNAUTHORISEDRETENTION, USE OR COPYING OF THIS DOCUMENT OR ITS I.P INFRINGES COPYRIGHT EMERGE ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR ANY ACTION / CONSEQUENCE FROM TH UNAUTHORISED USE OR MISUSE OF THIS DRAWING AND ITS CONTENTS OR ANY ALTERATIONS O AMENDMENTS MADE BY OTHER PARTIES. THIS DRAWING AND ITS CONTENTS SHALL BE DEEME CONFIDENTIAL UNLESS AGREED WITH EMERGE.

655

SC IA

DESIGNED BY DRAWN BY

PRELIM DWG REVIEWED BY

23.01.15

1:250

SCALE

AT

5

0

A1

10

metres

75

50

TYPICAL 30mm DUAL DENSITY 4 MESH COURSE BASE RUBBER CUSHION. WET POUR ON SITE. THICKNESS VARIES IN RELATION TO LOCATION PROXIMITY TO EXERCISE / PLAY EQUIPMENT. REFER TO MANUFACTURERS SPECIFICATION FOR DETAILS. THICKNESS MAY BE 65mm, 40mm, 30mm OR NONE REQUIRED.

RL 38.50

MAX 1:6

DRAINAGE AS REQUIRED ONSITE BY CONTRACTOR.

900

09

C

80mm COMPACTED AND WETTED 2mm QUARRY DUST. MAINTAIN 80mm THICKNESS BUT VARY HEIGHT TO SUIT VARIOUS THICKNESS OF RUBBER ABOVE TO PROVIDE AN EVEN FINISHED SURFACE LEVEL.

500

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO TYPICAL DETAIL. 3

VARIES

RL 37.40

110mm O.C.

MAX 1:3

350 x 110 x 1000mm RECONSTITUTED LIMESTONE CAPPING.

25

600

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

50x50x3mm SHS HORIZONTALS FIXED TO UPRIGHTS WITH TAMPER PROOF FIXINGS

125x10mm FLAT PLATE UPRIGHTS WITH 10mm BASE PLATE AND SHS FIXING STUBS 50x50x3mm SHS SEPARATION STUB

50Ø HANDRAIL 40x40x4mm SHS STUB FULLY WELDED TO UPRIGHTS.

10mm COLOURED SINGLE DENSITY VIBRAFLEX' 12 MESH RUBBER FIBRE. SEAMLESS WET POUR ON SITE COLOURS TO BE ADVISED. ENSURE SMOOTH EVEN FINISH.

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL.

50

105

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

25

950

1000 725

75x6mm FLAT PLATE FULLY WELDED TO SHS HORIZONTALS

+RL 39.50

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

125

75x6mm FLAT PLATE FULLY WELDED TO SHS HORIZONTALS PRIOR TO H.D. GALV. MIN 4mm CFW

50x50x3mm SHS HORIZONTALS FIXED TO UPRIGHTS WITH TAMPER PROOF FIXINGS

200

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

CAT-11-02A

225

50Ø HANDRAIL HANDRAIL SUPPORT BRACKET FIXED TO SUPPLIER'S DETAIL

RL 38.00

PLAN A RL 37.80

HANDRAIL SUPPORT BRACKET WELDED TO 125 x 10mm PLATES UPRIGHT 50Ø HANDRAIL

75

A

RL 36.50

FEATURE BALUSTRADE ON LIMESTONE RUBBLE WALL AT SHELTER

950

10 06

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

1000

600

MAX 1:6

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

RL 38.60

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL.

MAX 1:6

400mm DEEP CLEAN WHITE WASHED PLAYGROUND SAND

350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO TYPICAL DETAIL. 3 09

TYPICAL 30mm DUAL DENSITY 4 MESH COURSE BASE RUBBER CUSHION. WET POUR ON SITE. THICKNESS VARIES IN RELATION TO LOCATION PROXIMITY TO EXERCISE / PLAY EQUIPMENT. REFER TO MANUFACTURERS SPECIFICATION FOR DETAILS. THICKNESS MAY BE 65mm, 40mm, 30mm OR NONE REQUIRED.

GEOTEXTILE FABRIC COMPACTED SUBGRADE AS SPECIFIED.

09

5

06

8

06

1:20 SECTION

GEOTEXTILE LAYER LINING PLAYGROUND SAND AS SPECIFIED.

350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO TYPICAL DETAIL. 3

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO TYPICAL DETAIL.

6

06

50 1000

THE CONTRACTOR SHALL INVESTIG THE NATURE AND LOCATION OF ALL EXISTING SERVICES AND RETAINE SITE ASSETS AFFECTED BY THEIR WORKS. FAILURE TO TAKE DUE CAR SHALL NOT LIMIT THE CONTRACTORS LIABILITIES.

3. REFERENCE.

THE CONTRACTOR SHALL REFER TO ALL CONTRACT DOCUMENTS, THE SPECIFICATION AND DRAWINGS PRIOR TO AND DUR THE WORKS.

4. DISCREPANCIES.

NOTIFY SUPERINTENDENT OF ANY SUSPECTED OR KNOWN DISCREPANCIES OR ERRORS PRIOR TO THE ORDERING OF AFFECTED MATERIALS AND OR CONSTRUCTION OF AFFECTED WORKS.

THE CONTRACTOR SHALL UNDERTAKE A DIAL BEFORE YOU DIG PROCESS PRIOR TO COMMENCING WORKS ON SITE. THE CONTRACTOR SHALL ENGAGE A SERVICE LOCATOR TO MAP THE SPECIFIC LOCATIONS AND DEPTH OF ALL SERVICES AND ADVISE ALL RELEVANT STAFF AND SUBCONTRACTORS IN WRITING PRIOR TO COMMENCING WORKS ON SITE.

200

3

16.03.2015

2

12.03.2015

1

09.03.2015

IA

CONSTRUCTION ISSUE / STRUCTURAL AMENDMEN

A

23.01.2015

IA

ISSUE FOR COMMENT

DATE

BY

ISSUE OR AMENDMENT

REV

IA IA

COUNCIL APPROVAL AMENDMENT CONSTRUCTION AMENDMENTS

50x50x3mm SHS HORIZONTALS FIXED TO UPRIGHTS WITH TAMPER PROOF FIXINGS 1000 75x6mm FLAT PLATE FULLY WELDED TO SHS HORIZONTALS. MIN 4mm CFW.

THIS DESIGN IS NOT AUTHORISED WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

23.0 EMERGE DIRECTOR

INTERNAL PRETENDER REVIEW THIS DRAWING IS NOT AUTHORISED FOR TENDER WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

EMERGE DIRECTOR

AUTHORISED FOR CONSTRUCTION THIS DRAWING IS NOT AUTHORISED FOR CONSTRUCTION UNLESS IT IS MARKED REV 1 OR HIGHER AND IS SIGNED HERE

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

EMERGE DIRECTOR

Integrated Science & Design PERTH (08) 9380 4988 BUSSELTON (08) 9754 7499

+RL 37.80

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON BASE COURSE OF LIMESTONE RETAINING WALL .

STAGGER VERTICAL JOINTS FOR STRENGTH. USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 1000mm HOR. & 350mm C/C VERTICAL TO LIMESTONE WALL CENTRES. RECESSED MORTAR JOINTS.

GEOTEXTILE LAYER LINING PLAYGROUND SAND AS SPECIFIED.

350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO TYPICAL DETAIL. 3 09

FEATURE BALUSTRADE ON LIMESTONE RUBBLE WALL AT PLAY AREA

FEATURE BALUSTRADE DETAILS

1:5 PLAN & SECTIONS

INTERNAL DESIGN REVIEW

PLAY SURFACE SAND AS SPECIFIED.

1:20 SECTION

06

2. SERVICES & SITE ASSETS.

THIS IS AN UNCONTROLLED DOCUMENT ISSUED FOR INFORMATION ONLY UNLESS SIGNED BELOW AT EACH RELEVANT STAGE.

75 725 600

+RL 39.50

600

950

725

1000

200

REFER TO CONNECTION DETAIL.

+RL 39.50

RL 37.80+

95% MDD COMPACTED SUB-GRADE.

09

BALUSTRADE ON LIMESTONE RUBBLE WALL AT EXERCISE AREA

1:20 SECTION

10 06

50Ø HANDRAIL

110 110 110 110 110 110 110 110 110 110

400

240 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK EDGE. 350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL.

75 PLAY SURFACE SAND AS SPECIFIED.

+RL 35.75

75

HEIGHT VARIES 200 - 1700mm

80mm COMPACTED AND WETTED 2mm QUARRY DUST. MAINTAIN 80mm THICKNESS BUT VARY HEIGHT TO SUIT VARIOUS THICKNESS OF RUBBER ABOVE TO PROVIDE AN EVEN FINISHED SURFACE LEVEL.

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON BASE COURSE OF LIMESTONE RETAINING WALL. STAGGER VERTICAL JOINTS FOR STRENGTH. USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 1000mm HOR. & 350mm C/C VERTICAL TO LIMESTONE WALL CENTRES. RECESSED MORTAR JOINTS.

2 OFF 125x10mm FLAT PLATE UPRIGHTS WITH 10mm BASE PLATE AND SHS FIXING STUBS 2000 MAX

HANDRAIL SUPPORT BRACKET FIXED TO SUPPLIER'S DETAIL 75x6mm FLAT PLATE FULLY WELDED TO SHS HORIZONTALS 50x50x3mm SHS HORIZONTALS FIXED TO UPRIGHTS WITH TAMPER PROOF FIXINGS

600

600

10

200 2250

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

30

10 06

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

80

REFER TO CONNECTION DETAIL.

TYPICAL 30mm DUAL DENSITY 4 MESH COURSE BASE RUBBER CUSHION. WET POUR ON SITE. THICKNESS VARIES IN RELATION TO LOCATION PROXIMITY TO EXERCISE / PLAY EQUIPMENT. REFER TO MANUFACTURERS SPECIFICATION FOR DETAILS. THICKNESS MAY BE 65mm, 40mm, 30mm 500 x 1000 x 110mm OR NONE REQUIRED. RECONSTITUTED LIMESTONE +RL 38.00 CAPPING.

1000 725

50x50x3mm SHS HORIZONTALS FIXED TO UPRIGHTS WITH TAMPER PROOF FIXINGS

THE CONTRACTOR SHALL SET OUT AL PATHS, WALLS, HARD SURFACES AND ELEMENTS EITHER ON OR OFFSI PRIOR TO CONSTRUCTION AND SHALL OBTAIN THE SUPERINTENDENTS OUT APPROVAL PRIOR TO WORKS COMMENCING. WRITTEN DIMENSIO SHALL TAKE PRECEDENCE OVER SCALE. CHECK ALL DRAWING SCALES CONJUNCTION WITH DRAWING SIZE.

10

6. SERVICE LOCATOR.

LIMESTONE RETAINING WALL

50Ø HANDRAIL

HEIGHT VARIES 200 - 1700mm

75 75x6mm FLAT PLATE FULLY WELDED TO SHS HORIZONTALS

STANDARD NOTES 1. SET OUT & DIMENSIONS.

1:20 SECTION

10 06

125 50 50

10mm COLOURED SINGLE DENSITY VIBRAFLEX' 12 MESH RUBBER FIBRE. SEAMLESS WET POUR ON SITE COLOURS TO BE ADVISED. ENSURE SMOOTH EVEN FINISH.

NOTE:  WALLS ADJACENT TO PAVING TO HAVE SKATEBO DETERRENTS (TYP.)  HANDRAILS LEADING DOWN TO PAVED AREAS TO AVE SKATEBOARD DETERRENT (TYP.)  LIMESTONE RUBBLE TO BE FIXED IN PLACE.

80mm COMPACTED AND WETTED 2mm QUARRY DUST. MAINTAIN 80mm THICKNESS BUT VARY HEIGHT TO SUIT VARIOUS THICKNESS OF RUBBER ABOVE TO PROVIDE AN EVEN FINISHED SURFACE LEVEL.

09

LIMESTONE RETAINING WALL

10mm BASE PLATE FIXED TO WALL WITH 2. M10 HCR HIT-V RODS WITH HILTI-HY-200 ADHESIVE OR SIMILAR APPROVED. MIN 600mm EMBEDMENT. ALTERNATIVE TO HIT-V RODS: N10 BAR WITH THREADED TOP TO SUIT NUT FIXING.

THE CONTRACTOR SHALL UNDERTAKE ALL PRICING AND WORKS IN ACCORDANCE WITH CURRENT INDUSTRY BEST PRACTICE AND ALL RELEVANT AUSTRALIAN STANDARDS.

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO 3 TYPICAL DETAIL.

1:20 SECTION

NOTE:  HANDRAIL / BALUSTRADE TO HAVE SKATEBOARD DETERRENTS (DOME CAPS) (TYP.)  BALUSTRADE AND HANDRAILS TO BE HOT-DIPPED GALVANIZED AND UNPAINTED (TYP.)

5. RELEVANT STANDARDS.

FEATURE BALUSTRADE ON LIMESTONE RUBBLE WALL AT TURF 125

3

RL 38.80

RL 37.80

350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO 3 TYPICAL DETAIL.

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL.

06

RL 39.30

350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL.

240 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK EDGE.

06

10mm COLOURED SINGLE DENSITY VIBRAFLEX' 12 MESH RUBBER FIBRE. SEAMLESS WET POUR ON SITE COLOURS TO BE ADVISED. ENSURE SMOOTH EVEN FINISH.

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

+RL 35.50

2

1:20 SECTION

SECTION C

REFER TO CONNECTION DETAIL.

10mm BASE PLATE FIXED TO WA WITH 2. M10 HCR HIT-V RODS W HILTI-HY-200 ADHESIVE OR SIM APPROVED. MIN 600mm EMBEDMENT.

170mm MIN C/C

PLAN B

125x10mm FLAT PLATE UPRIGHTS WITH 10mm BASE PLATE AND SHS FIXING STUBS

LIMESTONE RETAINING WALL

06

B

+RL 36.50

200

7

LIMESTONE RETAINING WALL

1:20 SECTION

500

75 1000 725 500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING. DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

06

125x10mm FLAT PLATE UPRIGHT WITH 10mm BASE PLATE AND S FIXING STUBS

50x50x3mm SHS SEPARATION STUB

COMPACTED SUBGRADE AS SPECIFIED.

09

4

50Ø HANDRAIL HANDRAIL SUPPORT BRACKET FIXED TO SUPPLIER'S DETAIL 75x6mm FLAT PLATE FULLY WELDED TO SHS HORIZONTALS 50x50x3mm SHS HORIZONTALS FIXED TO UPRIGHTS WITH TAMPER PROOF FIXINGS

800

125

HANDRAIL SUPPORT BRACKET WELDED TO 125 x 10mm PLATES UPRIGHT

200

1:20 SECTION

EXTEND PLAY SURFACE 200mm BELOW SAND LEVEL

GEOTEXTILE FABRIC 350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. 350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TO TYPICAL DETAIL. 3

VARIES

1

06

MAX 1:6 3 09

VARIES

350 x 500 x 1000mm RECONSTITUTED LIMESTONE BLOCK WALL. REFER TYP. DETAIL

400mm DEEP CLEAN WHITE WASHED PLAYGROUND SAND

220 125

125

125

4

REV

DRAWING NUMBER

596

SC SC

PRELIM DESIGN REVIEWED BY

DATE INITIALLY DRAWN

656

9

06

FEATURE BALUSTRADE ON LIMESTONE RUBBLE WALL AT PLAY AREA

1:20 ELEVATION

PROJECT

CATALINA ESTATE CLARKSON, W.A

STAGE OR PHASE

STAGE 11 POS

DRAWING TITLE

CONSTRUCTION DETAILS

CLIENT

TAMALA PARK REGIONAL COUNCIL



THE CONCEPTS ON AND CONTENT OF THIS DRAWING REMAIN THE PROPERTY OF EMERGE. TH DRAWING SHALL ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS COMMISSIONE UNAUTHORISEDRETENTION, USE OR COPYING OF THIS DOCUMENT OR ITS I.P INFRINGES COPYRIGHT EMERGE ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR ANY ACTION / CONSEQUENCE FROM TH UNAUTHORISED USE OR MISUSE OF THIS DRAWING AND ITS CONTENTS OR ANY ALTERATIONS O AMENDMENTS MADE BY OTHER PARTIES. THIS DRAWING AND ITS CONTENTS SHALL BE DEEME CONFIDENTIAL UNLESS AGREED WITH EMERGE.

DESIGNED BY DRAWN BY

SC IA

DATE INITIALLY DRAWN SCALE

DRAWING NUMBER

SC SC

PRELIM DESIGN REVIEWED BY PRELIM DWG REVIEWED BY

23.01.15

AS SHOWN AT

CAT-11-06

A1

3

REV

documentation LEGEND

227

226

EXTENT OF WORKS

R16 H.D. GALV. DOWEL @ 800mm C/C, 500mm LONG CENTRAL TO EACH PATH EDGE THICKENING. WRAP ONE SIDE IN DENSOTAPE. ENSURE DOWELS ARE ALIGNED STRAIGHT.

225

APPROVED 15mm COMPRESSIBLE FLEXIBLE SEALANT.

EXISTING CONTOURS

3-L8TM TRENCH MESH TO EACH EDGE THICKENING.

PROPOSED CONTOURS PROPOSED CONCRETE FOOTPATH

274 275

150

HEIGHT OF LOGS TO RANGE FROM 100mm-500mm MAXIMUM ABOVE FINISHED SAND LEVEL

MK

400

10

+38.00

.00

NOTE: TOW 36.50 BOW 35.80

1. ALL WALLS TO HAVE NON-SACRIFICIAL ANTI-GRAFFITI COATING (TYP).

MK

2. ALL WALLS ADJACENT TO HARDSTAND TO HAVE SKATEBOARD DETERRENTS (TYP).

TOW 36.50 BOW 34.85

CONCRETE FOOTPATH AS SPECIFIED.

MAX 1:6

+37.90 +38.00

+37.80

TOW 38.40 BOW 38.00

TOW 38.50 BOW 38.00 +38.70

38.00 TOW

BOW 37.50

+37.80

11

ROLL-ON TURF

THE CONTRACTOR SHALL INVESTIGATE THE NATURE AND LOCATION OF ALL EXISTING SERVICES AND RETAINED SITE ASSETS AFFECTED BY THEIR WORKS. FAILURE TO TAKE DUE CARE SHALL NOT LIMIT THE CONTRACTORS LIABILITIES.

38.00

MIN 500mm HIGH

34.80 LEVEL FLOOD 35.03 1:1 YEAR LEVEL FLOOD 1:5 YEAR

ROAD

+38.00

12

+37.80 +39.40

175

175

MAX 1:3

175

36

.00

4

14.05.2015

3

16.03.2015

2

12.03.2015

1

09.03.2015

IA

CONSTRUCTION ISSUE / STRUCTURAL AMENDMENTS

A

23.01.2015

IA

ISSUE FOR COMMENT

DATE

BY

ISSUE OR AMENDMENT

REV

SC

AMENDMENTS TO PATH ALONG PERKINS DRIVE

IA

COUNCIL APPROVAL AMENDMENTS

IA

CONSTRUCTION AMENDMENTS

THIS IS AN UNCONTROLLED DOCUMENT ISSUED FOR INFORMATION ONLY UNLESS SIGNED BELOW AT EACH RELEVANT STAGE. INTERNAL DESIGN REVIEW

1:10 SECTION

39.00

INS

PERK

COMPACTED SUBGRADE.

WIDTH VARIES DEPENDANT ON BOULDER SIZE

+38.70

0

38.5

39.00

39.50

+40.00

8

EL 35.74

THIS DESIGN IS NOT AUTHORISED WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

23.01.2015

+39.50

EMERGE DIRECTOR

DATE

EMERGE DIRECTOR

DATE

EMERGE DIRECTOR

DATE

FEATURE BOULDERS

+39.00

NT OF

EXTE

650 651

S

WORK

THE NATURE AND LOCATIO SITE ASSETS AFFECTED BY SHALL NOT LIMIT THE CON

CATALINA ESTATE CLARKSON, W.A

4. DISCREPANCIES.

NOT OR KNOWN DISCREPANCIE AFFECTED MATERIALS AND

STAGE 11 POS (PHASE 2)

5. RELEVANT STANDAR

GRADING PLAN

.00

40

ALL PRICING AND WORKS IN BEST PRACTICE AND ALL R

CLIENT

TAMALA PARK REGIONAL COUNCIL

THE CONCEPTS ON AND CONTENT OF THIS DRAWING REMAIN THE PROPERTY OF EMERGE. THIS DRAWING SHALL ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS COMMISSIONED. UNAUTHORISEDRETENTION, USE OR COPYING OF THIS DOCUMENT OR ITS I.P INFRINGES COPYRIGHT. EMERGE ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR ANY ACTION / CONSEQUENCE FROM THE UNAUTHORISED USE OR MISUSE OF THIS DRAWING AND ITS CONTENTS OR ANY ALTERATIONS OR AMENDMENTS MADE BY OTHER PARTIES. THIS DRAWING AND ITS CONTENTS SHALL BE DEEMED CONFIDENTIAL UNLESS AGREED WITH EMERGE.

DRAWN BY

SC IA

0

PRELIM DWG REVIEWED BY

23.01.15

1:250

AT

5

A1

10

metres

4

REV

DRAWING NUMBER

CAT-11-01A

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

1000

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK STAIRS AS SPECIFIED. BLOCKS TO BE LAID ON COMPACTED SUBGRADE AS SPECIFIED.

IA

12.03.2015

IA

1

09.03.2015

IA

CON

23.01.2015

IA

ISSU

DATE

BY

ISSU

REV

COU

CON

THIS DESIGN IS NOT AUTHORISED WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

INTERNAL PRETENDER REVIEW THIS DRAWING IS NOT AUTHORISED FOR TENDER WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

AUTHORISED FOR CONSTRUC THIS DRAWING IS NOT AUTHORISED FOR CONSTRUCTION UNLESS IT IS MARKED REV 1 OR HIGHER AND IS SIGNED HERE

+RL 36.50 400 x 350 x 60mm RECONSTITUTED LIMESTONE CAPPING AS SPECIFIED.

TACTILE GROUND SURFACE INDICATOR (TGSI)

16.03.2015

2

INTERNAL DESIGN REVIEW

400 x 350 x 60mm RECONSTITUTED LIMESTONE CAPPING AS SPECIFIED.

300

3

A

THIS IS AN UNCONTROLLED D UNLESS SIGNED BELOW AT EA

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK STAIRS AS SPECIFIED. BLOCKS TO BE LAID ON COMPACTED SUBGRADE AS SPECIFIED.

600 +RL 36.50

+RL 37.60

DRY STACKED NATURAL LIMESTONE RUBBLE WALL. BED ON CONCRETE FOOTING WITH MORTAR. STAGGER VERTICAL JOINTS FOR STRENGTH USE MORTAR ON ALL INTERNAL JOINTS. NO MORTAR COVERING FACE OF STONE WORK. BRICK TIES AT 500 CENTRES. RECESSED MORTAR JOINTS.

500 x 1000 x 110mm RECONSTITUTED LIMESTONE CAPPING.

1110

ACCESS 1110

40mm Ø x 3mm THK CHS G250 HANDRAIL TO HAVE SKATE DETERRENT DOME CAPS (TYP.)

UNDERTAKE A DIAL BEFORE TO COMMENCING WORKS O SHALL ENGAGE A SERVICE SPECIFIC LOCATIONS AND D ADVISE ALL RELEVANT STA WRITING PRIOR TO COMME

SC SC

PRELIM DESIGN REVIEWED BY

DATE INITIALLY DRAWN SCALE

1:5 SECTION

40mm Ø x 3mm THK CHS G250 HANDRAIL TO HAVE SKATE DETERRENT DOME CAPS (TYP.)

6. SERVICE LOCATOR.



420

+RL 37.60

THE CON DOCUMENTS, THE SPECIFIC THE WORKS.

PROJECT

RUBBER SOFTFALL SURFACE

05

596

3. REFERENCE.

DRAWING TITLE

DESIGNED BY

13

PATHS, WALLS, HARD SURF PRIOR TO CONSTRUCTION OUT APPROVAL PRIOR TO W SHALL TAKE PRECEDENCE CONJUNCTION WITH DRAW

2. SERVICES & SITE ASS

NOTE: INSTALL ALL PLAY EQUIPMENT AND SAFETY SURFACES TO RELEVANT AUSTRALIAN STANDARDS.

655

656

STANDARD NOTES

1. SET OUT & DIMENSIO

Integrated Science & Design PERTH (08) 9380 4988 BUSSELTON (08) 9754 7499

80mm COMPACTED AND WETTED 2mm QUARRY DUST. MAINTAIN 80mm THICKNESS BUT VARY HEIGHT TO SUIT VARIOUS THICKNESS OF RUBBER ABOVE TO PROVIDE AN EVEN FINISHED SURFACE LEVEL.

COMPACTED SUBGRADE

654

.50

THIS DRAWING IS NOT AUTHORISED FOR CONSTRUCTION UNLESS IT IS MARKED REV 1 OR HIGHER AND IS SIGNED HERE

STAGE OR PHASE

652

653

40

AUTHORISED FOR CONSTRUCTION

TYPICAL 30mm DUAL DENSITY 4 MESH COURSE BASE 649 RUBBER CUSHION. WET POUR ON SITE. THICKNESS VARIES IN RELATION TO LOCATION AND PROXIMITY TO PLAY EQUIPMENT. REFER TO MANUFACTURERS SPECIFICATION FOR DETAILS. THICKNESS MAY BE 65mm, 40mm, 30mm OR NONE REQUIRED.

65 MAX

DRIVE

BOULDER TO BE SET INTO A 175mm DEEP CONCRETE FOOTING

575 1:20 SECTION

THIS DRAWING IS NOT AUTHORISED FOR TENDER WITHOUT BEING INTERNALLY REVIEWED AND IS SIGNED HERE

10mm COLOURED SINGLE DENSITY 'VIBRAFLEX' 12 MESH 647 RUBBER FIBRE. SEAMLESS WET POUR ON SITE COLOURS TO BE ADVISED. ENSURE SMOOTH EVEN FINISH. 648

+39.05

05

646

INTERNAL PRETENDER REVIEW

+39.50

576

THE CONTRACTOR SHALL UNDERTAKE A DIAL BEFORE YOU DIG PROCESS PRIOR TO COMMENCING WORKS ON SITE. THE CONTRACTOR SHALL ENGAGE A SERVICE LOCATOR TO MAP THE SPECIFIC LOCATIONS AND DEPTH OF ALL SERVICES AND ADVISE ALL RELEVANT STAFF AND SUBCONTRACTORS IN WRITING PRIOR TO COMMENCING WORKS ON SITE.

95% MDD COMPACTED SUB-GRADE.

CONCRETE MOWING KERB

05

+39.05 +38.70 +38.35 +38.00

577

THE CONTRACTOR SHALL UNDERTAKE ALL PRICING AND WORKS IN ACCORDANCE WITH CURRENT INDUSTRY BEST PRACTICE AND ALL RELEVANT AUSTRALIAN STANDARDS.

EXTRUDED CONCRETE MOWING KERB. COLOUR: STANDARD GREY. 32 MPA.

175

OD LEV

AR FLO

1:100 YE

+39.50

5. RELEVANT STANDARDS. 6. SERVICE LOCATOR.

150

38.50

0

39.0

MIE DRIM

578

OR KNOWN DISCREPANCIES OR ERRORS PRIOR TO THE ORDERING OF AFFECTED MATERIALS AND OR CONSTRUCTION OF AFFECTED WORKS.

ROLL ON TURF.

1:3

.50

+39.50

THE CONTRACTOR SHALL REFER TO ALL CONTRACT PROVIDE CONTROL JOINTS AT 1.25m MAX CENTRES3. REFERENCE. DOCUMENTS, THE SPECIFICATION AND DRAWINGS PRIOR TO AND DURING THE WORKS. OR TO SPECIALIST CONTRACTOR'S DETAILS. 4. DISCREPANCIES. NOTIFY SUPERINTENDENT OF ANY SUSPECTED

PLANTING BED WITH MULCH.

+34.50

PLAYSAND / DECOMPOSED GRANITE HARDSTAND SURFACE. REFER TO PLANS

39 39.50

MK

NOMINAL BOULDER 500mm 800mm HIGH.MAREFER PLAN FOR X 1:6 MAX BOULDER LOCATIONS.

39.00

579

THE CONTRACTOR SHALL SET OUT ALL PATHS, WALLS, HARD SURFACES AND ELEMENTS EITHER ON OR OFFSITE PRIOR TO CONSTRUCTION AND SHALL OBTAIN THE SUPERINTENDENTS SET OUT APPROVAL PRIOR TO WORKS COMMENCING. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. CHECK ALL DRAWING SCALES IN CONJUNCTION WITH DRAWING SIZE.

2. SERVICES & SITE ASSETS.

MK TOW 38.60 BOW 38.30

38.50

38.50

TOW 39.30 BOW 38.80

37.50

+37.80

+38.00

+39.50

1. SET OUT & DIMENSIONS.

1:5 SECTION

39

LIMESTONE BOULDERS SOURCED ONSITE. MIN HEIGHT38SIZE 500mm .50 TOW 38.50 MAX SIZE 800mm. GENERALLY BOULDERS TO BE BURIED APPROX. 1/3 OF BOW 38.00 +38.00 EXPOSED HEIGHT. CONTRACTOR TO LIASE WITH SUPERINTENDENT FOR +37.80 +37.80 BOULDER SOURCING.

580

STANDARD NOTES

TYPICAL CONTRACTION JOINT

05

+34.50

MK

39 .5 .00 0

+38.00

+36.50

BORE

REF C:\cad autosaves

LOG STUMPS TO PLAY SAND

10 9 8 7 6 5 4 3 2 1

+35.00

36.00

MK

+38.00

1:20 SECTION

+36.50

MK

36.50

37.00

+37.00

34.50

+39.00

BOW 35.75

35.00

7

05

+39.00

MK

MK

X MA 1:6

VARIES EXTENT OF CONCRETE WILL TOW 38.50 VARY WITH WIDTH OF LOGS +38.00 BOW 38.00

+38.50

36.50

36.00

65 4 3 2 1

36

38.00 TOW

200 +38.50

'LOCK JOINT' INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS REFER TO JOINT SPACING

+36.50

100

100

.00

MAX 1:6

550 MIN

38

280

1:10 SECTION

+36.50

0

37.0

279

TYPICAL EXPANSION JOINT (REFER TO JOINT SPACING)

05

37.00

37.50

S

WORK

38.00

NT OF

EXTE

12 05 1-9 06

STREETLIGHT BY CIVIL CONTRACTOR (TYP)

278

THICKEN MAIN SLAB TO 150mm AT EXPANSION JOINT.

300

GEOTEXTILE FABRIC TO BASE OF WHITE PLAY SAND.

CONCRETE MOW KERB LIMESTONE RUBBLE / LIMESTONE WALLS

276

AVIATOR BOULEVARD

277

400mm DEEP WHITE PLAY SAND.

1-3 05

EXISTING FOOTPATH BY CIVILS

100

TIMBER STUMPS TO BE209SMOOTHED, SPLINTERY AREAS REMOVED, SPLITS 210 IN EXCESS OF 6mmFILLED WITH GROUT AND ALL EDGES TO HAVE MINIMUM RADIUS OF 3mm

VARIES

211

ND

Integrated Sci

PERTH (08) 9380 4988 BU

370 (ONE TREAD WIDTH)

A

300

300

100

1000

350 TREAD

600

TACTILE GROUND SURFACE INDICATOR (TGSI) +RL 35.00

PROJECT

350 x 350 x 500mm RECONSTITUTED LIMESTONE BLOCK STAIRS AS SPECIFIED. BLOCKS TO BE LAID ON COMPACTED SUBGRADE AS SPECIFIED.

CATALINA ESTAT CLARKSON, W.A

STAGE OR PHASE

STAGE 11 POS

DRAWING TITLE

CONSTRUCTION D

CLIENT

TAMALA PARK REGIO

COMPACTED SUBGRADE

1m WIDE x 100mm THICK CONCRETE LANDING TO BASE OF STAIRS.

400 x 400mm DEEP CONCRETE FOOTING

DRAWN BY

SCALE

25 X 4 EA ANGLE FIXED TO CONCRETE HAUNCH VIA R6 TANGS AT 300 CENTRES.TREE GRILLE TO SIT ON ANGLE. TREE GRILLE TO SIT FLUSH 100 WITH SURROUNDING SURFACES

SC IA

P

P

AS SHO

LOG STUMPS TO PLAY SAND

1:20 SECTION

100

150

'LOCK MANU JOINT

STRIKER PLATE WITH PADLOCK EYE SECURELY FIXED TO POST, PADLOCK KEYED TO COUNCIL STANDARDS.

100

200 125MM DIA CCA PRESSURE TREATED RADIATA PINE BOLLARD TO AS1604 VARIESSUITABLE FOR IN GROUND USE. BOLLARD TO BE SHAPED AS SHOWN. EXTENT OF CONCRETE WILL VARY WITH WIDTH OF LOGS

115

ED ED

20

7

05

650

1:75 FALL

100

15

TYPICAL EXPANSION JOINT

1:10 SECTION

SUB115 Ø FINISH: 316 STAINLESS

OV

STREET FURNITURE AUSTRALIA BIKE RACK TURF TO FINISH FLUSH WITH TOP OF PATH.

05

TREE GRILLE HAUNCH

1:5 SECTION

1:25 SECTION

2500mm WIDE x 100mm THICK INSITU CONCRETE FOOTPATH AS SPECIFIED. 32 MPA.

10

75

7

08

300

200

GEOTEXTILE FABRIC TO BASE RING HAUNCH - 32MPa CONCRETE OF WHITE PLAY SAND.

COMPACTED SUBGRADE

VIA R6 THANGS 3 x N12. LAP 400mm WHERE REQUIRED.

100

2.1m WIDE IN SITU CONCRETE FOOTPATH

400mm DEEP WHITE PLAY SAND. EXPOSED AGGREGATE CONCRETE

400

200 500

95% MDD COMPACTED SUB-GRADE.

HEIGHT OF LOGS TO RANGE 10mmMAXIMUM LASER CUT FROM 100mm-500mm ABOVE FINISHEDTREE SANDGRILLE LEVEL

150

VARIES

2100mm WIDE x 100mm THICK H.D GALVANISED, MILD TIMBER STUMPS TO BE SMOOTHED, INSITU CONCRETE FOOTPATH STEEL PIPE HOOPS WELDEDSPLINTERY AREAS REMOVED, SPLITS AS SPECIFIED. 32 MPA. IN EXCESS OF 6mmFILLED WITH GROUT TO PIPE FRAME. AND ALL EDGES TO HAVE TURF TO FINISH FLUSH MINIMUM RADIUS OF 3mm WITH TOP OF PATH.

CONCRETE FOOTING 300mm x 300mm x 500mm DEEP

R16 H.D. GALV. DOWEL @ 800mm C/C, 5 LONG CENTRAL TO EACH PATH THICKENING. WRAP ONE SIDE IN DENSO ENSURE DOWELS ARE ALIGNED STRA

100

550 MIN

600

FGL 1:75 FALL

BIKE RACK TO BE INSTALLED AS PER MANUFACTURERS / SUPPLIERS SPEC

1:20 SECTION

1:75 FALL

DESIGNED BY

CAT-11-

300

4

THE CONCEPTS ON AND CONTENT DRAWING SHALL ONLY BE USED UNAUTHORISEDRETENTION, USE OR COP EMERGE ACCEPTS NO RESPONSIBILITY UNAUTHORISED USE OR MISUSE OF TH AMENDMENTS MADE BY OTHER PARTIE CONFIDENTIAL UNLESS AGREED WITH EM

DRAWING NUMBER

100mm BEDDING SAND

08



DATE INITIALLY DRAWN

1:20 SECTION

1:75 FALL

1

09

LIMESTONE STAIRS TO ROLL ON TURF

NOTES: 1. FOUNDATION TO BE COMPACTED IN ACCORDANCE WITH SPECIFICATION. 1550 2. ALL CONCRETE TO BE 32MPa MIN, 20mm AGGREGATE & A MAX SLUMP OF 65mm.

3. BEDDING - SAND (100mm 205MIN) 1050 4. EXPANSION JOINT EVERY 5.0m 5. CONTRACTION JOINT EVERY 1.25m WITH EVERY THIRD JOINT AN EXPANSION JOINT, REFER TO JOINT DETAILS. 6. BROOM FINISH. 7. ALL CONCRETE FOOTPATHS TO LOCAL COUNCIL/CITY OF WANNEROO STRUCTURAL SPECIFICATION.

05

350 x 350 x 1000mm RECONSTITUTED LIMESTONE BLOCK STAIRS AS SPECIFIED. BLOCKS TO BE LAID ON COMPACTED SUBGRADE AS SPECIFIED. REFER 3

SECTION A

71

05

COMPACTED SUBGRADE

L400 x W400 x H500mm CAST BALUSTRADE POST IN CONCRETE FOOTING

100

9

600

LIMESTONE FIED.

228

229

230

231

CK ATH

E TED.

10

11

3d modelling

MARINA CONCEPT + MASTERPLAN AUSTRALIA sketchup + photoshop This concept was put forward as an alternative to the proposal at Spoilbank in Port Hedland. This town planning concept includes a marina and re-zoning of the suburban areas into higher density residential for mid-rise development.

3d modelling

NORTH PERTH COMMON This concept was developed to revitalise the corner of Vincent St and View St. The concept proposed a feature hardstand area that can function as a spillover space or alfresco.

The main feature of the space includes an overhead art piece that illuminates the area.

12

13

ALKIMOS BEACH (PROVIDENCE DRIVE)

ALKIMOS VISTA ENTRY

14

BANKS RESERVE

WHITFORD NODES

15

COTTESLOE FORESHORE REVITALIZATION

PAKENHAM EAST

16

EAST GREENWOOD

JOHN MACTIVATION PARK

17

rendering

HOE CHIANG ROAD, SINGAPORE residential tower + mixed use podium sketchup + vray + photoshop

INTERMEDIATE AND DETACHED RESIDENTIAL UNITS

various locations sketchup + vray + photoshop

rendering MODEL RESIDENTIAL UNITS SINGAPORE sketchup + vray + photoshop

DUPLEX OPTION STUDY singapore sketchup + vray + photoshop

18