Pike Construction Review Edition 5 | July 2015
CONTENTS Company Profile 4 Resources & Capacity 5 Recent Projects 6
Manuele Engineers
8
Kent Town Office
9
Commercial Motor Vehicles
10
Austral Steel Eagle & Globe
11
Allsons Transport
12
Caltex Fuel Terminal
13
The Good Guys
16
Equals
17
Current Projects 18
CMV Group – South Central Trucks
20
Churchill South Retail Precinct Stage 1 & 2
21
Harvey Norman Pt Lincoln
22
Cladding & Roofing
23
Bunnings Warehouse
24
Churchill North Shopping Centre Stage 2
25
Quality, Safety & Environmental Management 26
Quality Assurance 28
Occupational Health & Safety 29
Environmental Management 30
Our Referees 31
EDITION EDITION 5 |5 JULY | JULY 2015 2015 PIKE PIKE CONSTRUCTIONS CONSTRUCTIONS REVIEW REVIEW 3
WHO IS PIKE?
COMPANY
PROFILE With over three decades of experience, Pike Constructions have established themselves as a recognised company, servicing both the commercial and industrial sectors of the construction industry. This they’ve done by increasing technical capacities and building professional relationships with clients, consultants, subcontractors and suppliers throughout the years. It all began with Robert Pike. Having gained significant experience working for the commercial division of AV Jennings, Robert decided that starting his own business was fundamental in moving forward. This led to the establishment of Pike Industries Pty Ltd, which commenced trading on the 1st of July 1981. In 1988, the company changed its trading name to Pike Constructions Pty Ltd, as it provided a more defined image of the company’s operations. Phillip Pike joined the company in 1995 and together with his father Robert, fostered a strong partnership, which has seen the company gain recognition within the construction industry. Their ability of identifying and employing individuals that are well credentialed and share a passion for quality and excellence, has seen the company enjoy a significant amount of growth from early 2000 till today. A major step forward took place in 2007 when the management team of Pike Constructions procured major plant and equipment along with skilled personnel, to enable the company to perform the majority of its own civil work. Having control of such an integral part of the construction process has not only given Pike Constructions greater control of the project delivery, but a competitive efficiency recognised by clients. Given the success of this investment, the civil operations of the business are set to expand. The company has a solid background in the development of multistorey office buildings, large-scale industrial developments and commercial properties. In addition, Pike Constructions has delivered educational and Institutional facilities along with sports and recreation. Our service concentrates on negotiated design and construction, competitive and invitation tender including construction and project management. Design and construction projects have been a core part of the business since the company’s inception. Over the past three decades, it has increased to a level where it is generating approximately 60% of the annual turnover. Having established teams of professional consultants, Pike Constructions are able to provide Architectural, Structural and Civil documentation along with Service design requirements. Additionally, the company is adept in negotiating with relevant authorities, working with Councils 4 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
and certification bodies to achieve both planning and development approval. Invitation and competitive tender is another strong area of the companies operations. Being a common form of industry contracting, Pike Constructions participate regularly in the tender market. Having experience in design and construction work has enabled the company to work in sync with the design team, the client and end user of the development. Plus, a history in providing competitive and conforming bids has enabled Pike Constructions to grow in the tender market, developing many successful projects. Having established repeat clientele with some of Australia’s largest organisations, the client contractor relationship has seen Pike Constructions become a leader in delivering the construction industries services. Equipped with sound construction knowledge, hands on experience and an acute ability to understand the needs of clients, Pike Constructions provides a service that exceeds expectations.
OUR PEOPLE
RESOURCES &
CAPACITY Pike Constructions has a commitment to all its clients in providing an experienced and professional team. From management and office staff to site personnel and external partners, all have formal and recognised training in their areas of responsibility. With a strong corporate belief for continual improvement, Pike Constructions employees are encouraged to undertake regular training in order to gain greater skills and achieve a fulfilling career path. This philosophy has seen our people develop and grow with the business - the driving force behind our success. We are extremely confident with their skills and capabilities. So much so that for every project, we provide a construction team list, outlining personnel with their accompanying CV’s. In other words, clients can be assured that a reputable and well-credentialed team services every project we’re involved in. The other major focus of the company has been to establish strong partnering relationships with our subcontractors and suppliers. We have spent years building a team of dedicated professionals that can be depended upon. As a result, it has provided us with people who understand how each party works, enabling greater continuity in the project delivery. We are proud to say that our subcontractors and suppliers want to work with us.
Our business direction and motivation has concentrated on being performance driven rather than dollar driven, which inturn, we believe, has given us a competitive edge. It is a proven formula in meeting the quality, time and cost objectives of all our projects. And the result? From regular feedback, our clients are confident and trust the people whom we engage. With significant growth over the past 10 years, the management of Pike Constructions has focused on maintaining a financial model that has enabled the company to undertake multiple developments at any one time. Able to fulfil clients’ needs and deliver multimillion-dollar contracts, the company has a proven ability to carry out complex and demanding projects. It has been our reputation to successfully engage in contracts and to provide confidence in meeting the financial objectives of projects. We firmly believe in reinvesting our profits back into the business, in order to sustain our recognised growth. The company owns our fleet of cars, plant and equipment and we are not burdened by any financial loans or leases. Evidence can be provided upon request, showing financial records of the past three years.
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 5
6 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
RECENT
PROJECTS MANUELE ENGINEERS KENT TOWN OFFICE COMMERCIAL MOTOR VEHICLES AUSTRAL STEEL EAGLE & GLOBE ALLSONS TRANSPORT CALTEX FUEL TERMINAL THE GOOD GUYS EQUALS
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 7
RECENT PROJECTS
READY FOR TAKE-OFF
MANUELE ENGINEERS
Manuele Engineers Morphett Road, Adelaide Airport COMPLETION DATE: March 2011 CONTRACT VALUE:
$14.35 million
SCOPE: The warehouse component is built on a massive scale, with a floor area over 16,500m2. With 20 overhead cranes of up to 100 tonne capacity and a floor to ceiling height of 18 meters, the factory has the capacity to fabricate over 30,000 tonnes of steel on an annual basis. The 2500m2 two-storey office building design is a testament to what can be achieved with the use of structural steel. With features such as a central atrium, utilising 36 exposed plate steel columns, polished concrete stairs and acoustic wall panelling the atrium forms the centre piece of the building. In addition the external faรงade of the office has been screened with a custom made steel structure with automated panels allowing natural light to filter through the building at the touch of a button. PROJECT DELIVERY: Head Contractor
8 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
FACT SHEET CRITICAL TIMING
With the construction of such a state of the art facility it was only natural that our client would be procuring state of the art machinery for the fit-out of the factory. With machinery being purchased from all over the world including Japan, Italy & the Netherlands it was critical that we reached certain milestones to facilitate the installation. . With each piece of equipment a specialised team, from the country of origin accompanied the machinery to undertake the installation and commissioning. Working closely with our client and project engineers we were able to influence certain design requirements and construction methodology to successfully achieve the critical milestones.
RECENT PROJECTS
CITY FRINGE DEVELOPMENT
JOHN BRYANT PROPERTIES
Kent Town Office 66 Rundle Street, Kent Town COMPLETION DATE: October 2009 CONTRACT VALUE:
$9.3 million
FACT SHEET
OVERCOMING OBSTACLES
SCOPE: Construction of a 5-storey office complex, including tenancy fit-out works and basement car parking. The office facility provided 2650m2 of floor space with two levels underground for basement car parking, providing 104 vehicle spaces. The design of the building focused on a 5 star energy efficiency rating, which integrated various technologies and passive design measures to achieve the outcomes. The building utilises expansive amounts of natural lighting and is highlighted by a two level glass atrium through the centre of the building. The introduction of natural gas powered air-conditioning systems and “Clipsal C-Bus” smart building electronic software, gave the facility its green star rating.
The project involved a major site works component with
PROJECT DELIVERY: Head Contractor
Council’s water trucks, which serviced the local gardens and nature
basement car parking, two and a half levels underground. With the building encompassing the entire site, the 8m deep 20,000 tonne excavation provided many logistical challenges. To further complicate the issue, the existing site had approximately 300 tonnes of contaminated filling material, which was classed as high level. This had to be kept on site. To contain it, we built a repository underneath the building and achieved this, by utilising a fully sealed high-density polyethylene membrane supported by geotech liners. The ground water also posed some major issues but with some smart thinking and EPA testing, we gave a little back to the environment. During the summer months, we pumped the ground water into the local strips with crystal clear water.
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 9
RECENT PROJECTS
GEARED FOR SUCCESS
CMV GROUP FACT SHEET FROM LIVE STOCK TO TRUCKS
The new CMV Truck Sales facility is located on a prime piece of real estate. Many would remember it as once being Adelaide’s main abattoir. The conversion from cattle yards to arguably one of Australia’s best truck sales and service facilities is impressive. The design incorporates stylish features such as polished concrete and jarrah timber floors. The main entry features two prime movers parked just inside the front door, which leads to a reception counter complete with bull bars and headlights. The Eco design also utilised expansive amounts of natural light and sensor detection lighting throughout. Furthermore, the warehouse areas are heated by recycling the waste oil from the trucks, which they service. The expansive site area also allowed us to catch over 300,000 litres of water which is treated and reused in their truck wash bay, wet areas and landscaping.
Commercial Motor Vehicles Port Wakefield Road, Gepps Cross COMPLETION DATE: April 2007 CONTRACT VALUE:
$7.2 million
SCOPE: Construction of a 12,000m2 Truck Sales & Service facility on a 65,000m2 site. The project included a new state of the art service workshop including truck wash-bay, spare parts warehousing and a spare part sales centre. The service centre has the capacity to accommodate 36 prime movers/ semi trailers at any one time including service pits with the capacity to handle two BW semi-trailers. As the service centre was a 24hr operation, the facility included sleeping quarters for their customers. The office area incorporated some 2000m2 of floor area to handle the sales of their premier fleet of Kenworth, Fuso and DAF trucks. PROJECT DELIVERY: Head Contractor
10 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
RECENT PROJECTS
TONS OF TONNES
AUSTRAL STEEL
FACT SHEET
A CONTINUED ASSOCIATION
Austral Steel Eagle & Globe Cnr Grand Junction Road & Hanson Road Ottoway COMPLETION DATE: January 1999
The new Ottoway facility was one of many that Pike
CONTRACT VALUE:
Constructions was involved in for Austral Steel Eagle and Globe.
SCOPE: Construction of a new two-storey office building, warehouse and refurbishment of existing buildings for Austral Steel Eagle & Globe currently occupied by Smorgan Steel. The 1800m2 office building was cutting edge engineering and architecture for that time. Utilising precast concrete panels and reinforced floor slabs, the mass concrete structure was impressive. In order to make a showpiece for the building, a joint Government and client funded steel sculpture formed a centrepiece to the main entry. The artist depicted South Australian icons such as the River Torrens and Pop-eye. The 18,000m2 warehouse incorporated hi-tech machinery with 15 overhead magnet cranes and a document vacuum retrieval system. On average, the warehouse stores 20,000 tonnes of steel at any one time.
During the late 80’s and leading up to the year 2000, we extended, refurbished and built a number of new facilities for our client. The majority of the work was undertaken at their previous head quarters on Port Road at Woodville. It was this relationship, built over that period, which helped secure the contract for the Ottoway development. Such was the success of our work with Austral Steel Eagle & Globe, that upon completion of the Ottoway project, we constructed a similar size facility at their Melbourne based premises in Clayton.
$6.5 million
PROJECT DELIVERY: Head Contractor
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 11
RECENT PROJECTS
SPACE FOR EVERYTHING
DANIF PROPERTIES
FACT SHEET
ALTERNATIVE SOLUTIONS During the tender period, we became aware that some of the design elements of the building were not cost effective, which prompted us to put forward some alternative solutions.
Allsons Transport
Working closely with the Melbourne based developer and Architect,
Wilkins Road, Wingfield
designs for the main building structure and the external concrete
COMPLETION DATE: November 2009
container-handling yard. Both alternative solutions provided a cost
CONTRACT VALUE:
$11.5 million
SCOPE: Allsons Transport project was a major site development of some 35,000m2. The main building was a large-scale 10,400m2 warehouse with associated cool rooms, freezers and a cold chain truck loading dock. The AQIS registered facility provides a fully enclosed wash down bay conforming to quarantine requirements for the treatment of international shipping containers. The office components provided 3 areas of high-grade commercial space, including a two storey and single storey office with an internal warehouse despatch facility. Another major feature was an internal 500m2 fire separated compartment for the storage of dangerous goods. The rear concrete hardstand provided over 14000m2 for shipping container handling designed to accommodate 90 tonne loads. PROJECT DELIVERY: Head Contractor Design & Construct 12 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
we engaged our Adelaide based engineering firm and provided revised
saving to our client in excess of $200k. In addition to this, our client was intending to develop the remainder of the site over the coming years. It was at this point that we provided additional infrastructure requirements in the form of transformers and fire services, which would accommodate additional buildings. This additional outlay on infrastructure will provide future cost savings over $350k.
RECENT PROJECTS
CALTEX FUEL TERMINAL
FUELLING OUR STATE
Caltex Fuel Terminal Pelican Point COMPLETION DATE: May 2014 CONTRACT VALUE:
$11.42 Million
SCOPE: The Pelican Point Terminal project is a new fuel storage & distribution facility that was constructed on a site area of approximately 60,000m2. Situated near the entrance of the Port River the new Terminal is adjacent the ASC Ship Yards and Techport Facility. The project was on a large scale and is divided into two distinct areas being the inner and outer compounds. The inner compound is a fully bunded area of some 30,000m2 which includes 8 fuel storage tanks. The fuel storage tanks have the capacity to hold 84 million litres of fuel at any one time. Fuel is delivered to the inner compound tanks through a network of external pipe lines reticulated directly from the docked ships at the Outer Harbour berth.
FACT SHEET BOLSTERING THE STATE’S STORAGE
With fuel storage capacity for South Australia being an ever present concern the new Pelican Point Facility has now reinforced our supply volumes with an extra 84million litres on hand to service the population of the state. With the reticulated fuel supply lines being installed to the deepest wharf in the port, this means international fuel carrier ships can supply our state when fully laden, something that has never been able to happen in our states history.
The remainder of the site is the outer compound which is the main service area for the facility. This part of the works provides several structures including the main Gantry building, Pipe Support Bridge, Wharf-line Pump Manifold Building and Control Room. The outer compound also includes large areas of heavy duty concrete pavements, access haulage roads, waster water filtration plant and associated site works. PROJECT DELIVERY: Head Civil & Structural Works Contractor
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 13
BUILDING IS A PASSION
DELIVERED BY A TEAM
14 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 15
RECENT PROJECTS
THE GOOD GUYS
NEW TECHNOLOGY, SAME DETAIL FACT SHEET MEETING THE BRIEF
A compressed 23 week construction schedule was required in order to have The Good Guys tenancy completed ready for their early 2014 fit out. A notable element of the construction was the use of a structurally insulated roofing system, MetchnoSpan by Bondor. This roof panelling system integrates the roofing sheet with a thermally insulated core and a pre-finished metal ceiling resulting is a strong, super efficient, green and visually clean roof and ceiling.
The Good Guys Marion Marion Road, Marion COMPLETION DATE: February 2014 CONTRACT VALUE: $4.18 million SCOPE: Pike Constructions recently completed the construction of the new bulky goods retail facility located at Marion Road, Marion. Being built between existing retail facilities including Harvey Norman and Freedom Furniture the brief was to provide a high quality finish suitable for its intended retail environment with clear spans and crisp clean detailing. Being split into two individual tenancies 70% of the floor area was specifically detailed for the new home of The Good Guys. The scope of works included construction of a 3,700m2 bulky goods retail facility with tenant specific fit-out and signage, rear loading docks and required amenities. In addition we provided our client with 2000m2 of external car parking and landscaping over the 5700m2 site. PROJECT DELIVERY: Head Contractor
16 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
RECENT PROJECTS
PREMIER LOCATION
EQUALS SUCCESS
FACT SHEET
STRUCTURAL CHALLENGES Once again our trusted ability in delivering unique design and construct projects helped secure the project with an open book negotiated approach being agreed with the client. Working on such an old building that was undergoing significant structural changes created some interesting challenges. The removal of the entire four storeys of the Currie Street façade was a project within a project. Having to then site detail and design a floating glass façade system with architecturally exposed internal structural elements was one of a kind and the end results speak for themselves.
Equals Currie Street, Adelaide CBD COMPLETION DATE: February 2015 CONTRACT VALUE: $2.02 million SCOPE: A significant rejuvenation of a tired city building situated at 81 Currie Street in Adelaide’s CBD. The building has been transformed for educational training purposes spanning over 4 levels with additional basement facilities. The key objective from our client was to enhance both the internal and external appeal of the building and to deliver the project on very strict timeline to enable students to occupy the facility before existing leases expired. The works included the removal and replacement of the old façade on two elevations, construction of a new main entry foyer, new lift installation and a fire safety up grade. In addition the internal floor levels received an unrecognisable make-over transforming the tired building that has stood in the CBD for over 100 years. PROJECT DELIVERY: Design & Construct
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 17
18 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
CURRENT
PROJECTS CMV GROUP – SOUTH CENTRAL TRUCKS CHURCHILL SOUTH RETAIL PRECINCT STAGE 1 & 2 HARVEY NORMAN PT LINCOLN CLADDING & ROOFING CONTRACTORS BUNNINGS WAREHOUSE GAWLER GREEN CHURCHILL NORTH SHOPPING CENTRE
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 19
CURRENT PROJECTS
CMV GROUP
GRAND JUNCTION RD WINGFIELD
SOUTH CENTRAL TRUCKS
CMV Group South Central Trucks Grand Junction Road, Wingfield CONTRACT VALUE: $14.35 Million SCOPE: Pike Constructions are well underway with the construction of the largest truck sales & service facility to be built in the southern hemisphere. Having built CMV Groups $7.2 million Kenworth facility in 2007 it is a testament to our client relationship to be involved with another significant project. The works includes the construction of a new two storey office, spare parts warehouse, spare parts sales area and main workshop service centre. In total the new facility provides our client with over 8000m2 of floor space. The external works is on a massive scale with bitumen & concrete hardstands, undercover canopies, a fuel station and wash bay providing a total site development of 42,000m2. PROJECT DELIVERY: Head Contractor
20 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
CURRENT PROJECTS
CHURCHILL SOUTH RETAIL PRECINCT STAGE 1 & 2
Churchill South Retail Precinct Stage 1 & 2 Churchill Road, Kilburn CONTRACT VALUE: $8.69 million SCOPE: Pike Constructions has recently been awarded the Design & Construct Contract for stage 2 of the Churchill South Retail Precinct being built adjacent the Bunnings at Kilburn. The contract is the third in the past 12 months with our client Axiom Properties Ltd and with the design phase complete we are scheduled to commence stage 2 in April 2015. Stage 2 includes the construction of another 2000m2 of retail space being split into 3 separate tenancies including Crocs Play CafĂŠ & Stihl. Working closely with the tenants we will integrate store specific requirements to suit their operational needs. The external element of the project provides 2500m2 of car parking, external roadways, stormwater management and associated landscaping. In total across both stages we will deliver our client with over 7600m2 of prime retail space. PROJECT DELIVERY: Design & Construct
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 21
CURRENT PROJECTS
HARVEY NORMAN RETAIL GIANT HEADS TO PT LINCOLN
Harvey Norman Port Lincoln CONTRACT VALUE: $5.62 Million SCOPE: Pike Constructions has recently been awarded the design & construct contract to develop the new Harvey Norman Retail outlet in Port Lincoln South Australia. Being built in one of the states iconic seaside towns the project as whole will be warmly welcomed by the local community and the surrounding agricultural townships. The development includes over 3000m2 of retail showroom, a 1500m2 storage warehouse and separate 500m2 tenancy yet to be leased. Working closely with both our client and Harvey Norman we have integrated store specific requirements to suit their operational needs. The external elements of the project include a concrete loading dock, 1200m2 of car parking and associated landscaping. PROJECT DELIVERY: Design & Construct
22 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
CURRENT PROJECTS
TOOGOOD AVE CLADDING BEVERLEY AND ROOFING
Cladding & Roofing Contractors William Street, Beverley CONTRACT VALUE: $5.28 Million SCOPE: Pike Constructions has recently started the construction of Cladding & Roofing Contractors new headquarters in Beverley South Australia. Having built for our client previously in 2005, it is fantastic to be involved again with such an exciting project. We agreed from the start that the whole design, costing and construction process will be fully transparent and negotiated. The development includes the demolition of existing warehouse facilities and pavements to provide our client with a clean site area of over 12,000m2. The new buildings will include 3200m2 of warehouse space, 900m2 of state of the art office facilities and over 7000m2 of external concrete hardstands, bitumen roadways and car parking. PROJECT DELIVERY: Design & Construct
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 23
CURRENT PROJECTS
BUNNINGS
GAWLER GREEN
WAREHOUSE
29200 ARMCO RAILING
Bunnings Warehouse
7380
110170 O/A BUILDING LENGTH
SHARED LANE WAY MODIFIED CONCRETE PAVEMENT. AS PER CIVIL ENGINEERS DESIGN. SLIDING GATE
L.
L.
L. CO
NO OD
CA
GG BA
RSD
GOODS INWARDS
B
0
650
B
92.00m² NET
B
RSD
Gawler Green
B
B
S IN
OD
GO
9.
4050 RAMP
PY B
NO
DS
WAR
ED
0
120
B
1:20 RAMP UP
GO
EXISTING STOBIE POLE TO REMAIN.
RETAINING WALL
4.5mtr. SLIDING GATE
S CA
NEW CONCRETE KERBING. AS PER CIVIL ENGINEERS DESIGN.
EXIST. CONC. PAVEMENT
B
PUMP ROOM
634.00m² NET PY
546.00m² NET
BAGGED GOODS CANOPY
CO
OUTDOOR NURSERY
NEW 'GOODS INWARDS' SIGNAGE PANEL
CO
CONCRETE EDGE. NO KERB HERE. AS PER CIVIL ENGINEER'S DESIGN.
CONTRACT VALUE: $6.87 Million
NEW PARALLEL CARPARKING WITH NEW LINE MARKING. MARKING SHALL BE 80 TO 100mm WIDE.
58300
E OVER
800.00m² NET
TO U/S CLEAR
257.
5.
650
NEW LANDSCAPE BUFFER.
256.
EXIST. BITUMEN. PAVEMENT
0
650
AD
3.1mtr.
RO
0
650
TURN AROUND BAY
NET
6.
SCOPE: Pike Constructions has just been awarded the design & construct contract for the state’s latest Bunnings Retail Facility. Being built as the final part of the Gawler Green development Bunnings will move in alongside other recognised retail brands such as Coles & Hungry Jacks. With the design phase now underway we are scheduled to commence construction in May 2015.
EXIST. 6.0mtr. SWING GATES
OF OFFIC
0
650
BAR
TIMBER TRADE SALES
3455.00m² NET
7.
BIN STORAGE WASTE & RECYCLE
NEW BULKY GOODS BUILDING (BUNNINGS)
0
650
8.
NURSERY FENCE AS PER DETAIL ON A205
255. 254.
NEW DISABILITY ACCESS CARPARK AND SHARED ZONE.
4.
253.
0
252. NEW CONCRETE KERBING. AS PER CIVIL ENGINEERS DESIGN.
B
WS
13.
14.
15.
16.
17.
18.
19.
B
B
B
6515 1:20 RAMP
115.
OPY
-UP CAN
TTS PICK
114.
2600 TYP.
12660 100mm THICK LINE MARKING
NEW LINE MARKING. TO AUST. STANDARDS.
10770
2400
2400
2400
2600 TYP.
3000
NEW CONCRETE FOOTPATH. FLUSH LEVEL WITH BITUMEN
100mm THICK LINE MARKING
NEW 'TROLLEY BAY' SIGNAGE PANEL
NEW BIKE PARKS
2600 TYP.
8350 CLEAR
850 0 CLE AR ex
B DENOTES NEW CONCRETE PAVEMENT EXTENTS. TO CIVIL ENGINEERS DESIGN.
DENOTES EXISTING TREES / LANDSCAPING TO REMAIN. DENOTES NEW BOLLARDS. MATERIAL: 140mmØ CONCRETE FILLED MILD STEEL PIPE BOLLARD. FINISH: PAINT COLOUR: DULUX SHADE REFERENCE # 87742 - 'BUNNINGS BUILDING RED'. NOTES: REFER DETAILS ON DRAWING A500 DENOTES EXTERNAL DOWNPIPES. AS PER CIVIL ENGINEER'S DESIGN.
DP
DENOTES NEW REINFORCED CONCRETE SLAB WITH STEEL TROWEL FINISH. MEDIUM TEXTURE HARDEN AND SEAL WITH 'ASHFORD FORMULA'. NON-SLIP SURFACE TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS. AS PER ENGINEERS DESIGN.
H
248. 247.
P
ID.
5 WS
6 WS
112.
A
'KNOBBY CLUB RUSH' FICINEA NODOSA 'LUCIA' DIANELLA CAERULEA
D
POINT IDENTIFICATION NUMBER
WORK POINT
PT# 1
EASTING 292711.7202
62. 63. 64.
61.
42 EX.
NORTHING 6166913.9006
2
292700.8181
6166856.6290
3
292780.4679
6166841.4671
'MAT RUSH' LOMANDRA LONGIFOLIA
NOTES
CONSTRUCTION ISSUE
DENOTES EXTERNAL DOUBLE HEADED HYDRANT TO BE INSTALLED IN ACCORDANCE WITH AS.2419.1 DENOTES DIRECTIONAL ARROWS TO BE PAINTED ON PAVEMENT. APPROVED LINE-MARKING PAINT SHALL BE USED.
90.
93.
SET-OUT COORDINATES
'MANCHURIAN PEAR' PYRUS USSURIENSIS
B C
91.
92.
113.
7 WS
LE
4 WS
COMMON NAME
N SWA
3 WS
THIS IS A PLANT LAYOUT PLAN ONLY. PLANT QUANTITIES, POT SIZES AND IRRIGATION DESIGN DO NOT FORM PART OF THIS PLAN.
OPE
2 WS
LANDSCAPING
WATER WISE PLANT SCHEDULE
LE
1 WS
NEW CONCRETE KERBING. AS PER CIVIL ENGINEERS DESIGN.
SCALE 1:200 @ A1
DENOTES NEW REINFORCED CONCRETE SLAB WITH BURNISHED FINISH HARDEN AND SEALED WITH 'ASHFORD FORMULA'. REFER TO DESIGN CRITERIA SPECIFICATIONS OF THE B.W.C.B. AS PER ENGINEERS DESIGN.
249.
NEW BIKE PARKS RAM
OPE N SWA
NEW LANDSCAPING.
PART SITE PLAN - NORTH ex
250.
RAISED CONCRETE TRAFFIC ISLAND WITH ROLLOVER KERB.
100mm THICK LINE MARKING
NEW 'OUT' SIGNAGE PANEL
SITE LEGEND
B
2750
WS
5500 CLEAR
WS
2750
1:40 MAX
WS
7000 TTS PICK UP CANOPY
B
WS
L.
B
52.78m² NET
WS
B
CO
10300
550
B
NEW CONCRETE CROSSOVER. AS PER CIVIL ENGINEERS DESIGN.
B
B
WS
B
L.
CO
1:16
1000
B
TRAILER TRAILER BAY BAY
12.
1:16
B
6000
11.
MAIN ENTRY
L.
10.
B
CO
9.
1500
1:40 MAX 8.
1000
6
B
WS
1:1
NEW LANDSCAPING. END OF KERB. AS PER CIVL ENGINEER'S DESIGN
WS
1:16
3250
WS
1000
L. 4450
3250
CO L.
3250
WS
1050
NEW 'IN' SIGNAGE PANEL
1:16
WS
5500
PY
NO
Y CA
ER
RS
NU
RSD B B
TRAILER TRAILER BAY BAY
1500
RSD B
CO
SLIDING GATE
1000 WALKWAY
251.
NEW CONCRETE PEDESTRIAN PATH LINKING TO NEW FOOTPATH. IN ACCORDANCE WITH AS.1428. AS PER CIVIL ENGINEERS DESIGN.
CONSTRUCITON ISSUE DESCRIPTION
ISSUE OF ACAD FILES
SCALE/S
29/05/2015 DATE
RC BY
0 REV.
AS SHOWN
DATE
16/03/2015
DRAWN
DS
CHECKED DS
DENOTES NEW BITUMEN PAVEMENT EXTENTS. TO CIVIL ENGINEER'S DESIGN.
TITLE
PART SITE PLAN - NORTH
CLIENT
DENOTES EXTENT OF LANDSCAPING.
ADDRESS
6 TULLOCH ROAD, EVANSTON SOUTH AUSTRALIA
PROJECT NEW BULKY GOODS STORE (BUNNINGS) & ASSOC. CARPARKING AND LANDSCAPING FOR HEADING ENTERPRISES PTY LTD
LANDSCAPING
PIKE CONSTRUCTIONS
JOB #
15-027
SHEET #
A104
REV.
0
The project includes the demolition of existing buildings and structures that will make way for a total site development of over 12,000m2. The retail facility will be made up of the familiar Bunnings layout including main retail, timber & trade, garden centre, cafe & playground and the popular DIY stations. Externally the project will include concrete loading docks, public car parking along with associated landscaping. PROJECT DELIVERY: Design & Construct
24 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
CURRENT PROJECTS
CHURCHILL NORTH SHOPPING CENTRE STAGE 2
Churchill North Shopping Centre Stage 2
warehousing and constructing a new 6000m2 car park with associated lighting and landscaping. In addition we are developing a new car wash facility, access link ways to the existing centre and a community bus stop.
Churchill Road, Kilburn
PROJECT DELIVERY: Head Contractor
CONTRACT VALUE: $5.84 Million
E3
E4
E2
E1
Ex.1
Ex.2
Tag FC1 RFS-03
PAINTED FIBRE CEMENT SHEET - DULUX DIESKAU PG2C1. TO MATCH EXISTING NATURAL ANODISED ALUMINIUM FRAMED GLAZING (TO AS1288) GREY TINT TO GLAZING. TO MATCH EXISTING
2785
PROPOSED
T01
T01
EXISTING BUILDING
RFS-04
T01
Description . METAL FASCIA CAPPING TYPE 1, AS DETAILED. PROPRIETARY MULTICELL TRANSLUCENTROOFING SYSTEM. (DANPALON OR EQUIV) FIX TO STEEL FRAMING AS PER STRUCTURAL ENGINEER'S DESIGN. WHERE RELOCATING EXISTING SHELTER, RE-USE EXISTING ROOFING IF POSSIBLE. MAKE GOOD ANY DAMAGE. TENSIONED GALV. CHAINMESH ROOF OVER ENCLOSURE.
L02 A
L02 A
W.10A G01
L01 B W.08 G01
2400
B1
L01 B
W.11A G01
L01 B
L01 B T54-04 D04
W.09 G01
T54-03 D04
L01 B T54-05 D04
W.10 G01
W.11 G01
W.12 G01
3000
3000
4965
CL 600
6800
L02 A
W.08A G01
2010
1835
L02 A
EXISTING CENTRE CONTINUES
RL 15300
CODE C01 C02 C03 FT01
CL1-Tenancy RL 11500
L01 L02 L03 L04
Ground Floor
M01 P01 P02 P03
RL 8500
E
3m HIGH SECURITY FENCE WITH 950 W x2400 H GATE. LOCKABLE. SQUARE TUBULAR POWDER COATED FENCING.
EAST ELEVATION 1 : 100
P04
Ab
Ba
Bb
Bc
22375
P05
Cb Ex.D
Ca
DESCRIPTION
CODE DESCRIPTION P06 NOM. 150mm STEEL STUD + 13mm PLASTERBOARD (BOTH SIDES) + GALVANISED SHEET (ONE SIDE) AS PER ALDI SECURITY REQUIREMENTS. REFER ALDI'S SPEC. P07 NOM. 150mm STEEL STUD + 16mm FR PB (BOTH SIDES) + 5mm SECURITY MESH (ONE SIDE) AS PER ALDI SECURITY REQUIREMENTS. REFER ALDI'S SPEC. FRL: 60/60/60 PROPRIETARY FIRE RATED WALLING SYSTEM. NOM. 35mm FURRING CHANNELS AT 600 CTS - 13mm FLUSH JOINTED PLASTERBOARD TO ONE SIDE. PAINTED. NOM. 35mm FURRING CHANNELS AT 600 CTS - 9mm FIBRE CEMENT SHEET ONE SIDE. LINE ALDI RETAIL & AMENITIES EXT WALLS WITH - NOM. 35mm FURRING CHANNELS AT 600 CTS ON EXTENDED FURRING CHANNEL CLIPS TO SUIT INSULATION THICKNESS - 13mm PLASTERBOARD ONE SIDE OVER 30mm KINGSPAN KOOLTHERM K12 INSULATION BOARD.
150mm IN-SITU CONCRETE WALL, AS PER STRUCT ENG DESIGN. 200mm IN-SITU CONCRETE WALL, AS PER STRUCT ENG DESIGN. 400mm IN-SITU CONCRETE WALL, AS PER STRUCT ENG DESIGN. SECURITY FENCE AS PER TENANT BRIEF OR CHAIN MESH AS MIN. MATCH AND TIE IN WITH EXISTING. PAINTED FIBRE CEMENT CLADDING SYSTEM WITH SUB FRAME & SARKING ON FRAMING TO STRUCTURAL DETAILS - R2.0 FOIL FACED INSULATION - 13mm PLASTERBOARD AS PER L01 - GIRT / STEEL TRUSS FRAMING INSTEAD OF STUDWORK. PROFILED STEEL CLADDING TO ROOF SIDE PROPRIETARY ALUMINIUM LOUVRE SCREEN SYSTEM ON FRAMING TO STRUCTURAL DETAILS - MIN 50% OPEN AIR REQ. NOM. 35mm FURRING CHANNELS - COLORBOND PANEL RIB METAL WALL CLADDING, ABOVE ROOFING UP TO PARAPET. 190mm CONCRETE BLOCK WALL. NOM. 90mm STEEL STUD - 13mm PLASTERBOARD ONE SIDE NOM. 90mm STEEL STUD - 13mm PLASTERBOARD BOTH SIDES NOM. 90mm STEEL STUD - EXPRESS JOINTED FIBRE CEMENT SYSTEM ON SUB FRAME ONE SIDE NOM. 90mm STEEL STUD - METALLIC FINISH PROFILED STEEL SHEETING ONE SIDE NOM. 150mm STEEL STUD - 13mm PLASTERBOARD BOTH SIDES
P08 P09
P10
P11
LINE BACK OF HOUSE EXT WALLS WITH - NOM. 90 STEEL STUDS AT 450 CTS - 18mm EXTERIOR GRADE PLYWOOD x 2.4m HIGH. 20mm CAVITY. R2.5 INSULATION BATTS. 1800mm H GALVANISED SHEETS FIXED TO PLY. ABOVE PLYWOOD INSTALL 13mm PLASTERBOARD, FULL HEIGHT OF WALL.
P12
NOM. 35mm FURRING CHANNELS AT 600 CTS - 2 x 16mm FIRE RATED PLASTERBOARD TO ONE SIDE. PROPRIETARY FIRE RATED PLASTERBOARD SYSTEM. FRL: 60/60/60 COMPOSITE TIMBER BATTENS ON FRAME APPLIED TO FACE OF WALL CLADDING COMPOSITE TIMBER BATTENS ON STEEL POSTS TO STRUCTURAL DETAILS
T01 T02
PRE CAST CONCRETE PANELS DULUX DIESKAU PG2C1. TO MATCH EXISTING DULUX TEAHOUSE PG1F5. TO MATCH EXISTING
L03
Parapet 2-Aldi RL 16500
G05 8400 1050
CL
1050
CL
1050
CL
1050
CL
1050
CL
EXISTING BUILDING
1050
1270
Db
INSTALL POLYCARBONATE IN ACCORDANCE WITH MANUF' TYPICAL DETAILS.
10525
FIX COMPOSITE TIMBER HORIZONTALLY TO 50 SHS POSTS.
RFS-03
DP2
2100
T02
Ground RL 8500
PROPOSED BUS SHELTER. RE-INSTATE SHELTER FROM SOUTHERN END OF BUILDING. (1/2 OF EXISTING SHELTER ONLY) RE-USE ALL MATERIALS WHERE POSSIBLE. MAKE GOOD ANY DAMAGE.
5200
RECESSED CONCRETE LOADING DOCK TO BE DESIGNED BY CIVIL ENGINEER IN ACCORDANCE WITH ALDI'S DESIGN GUIDELINES / SCOPE OF WORKS. RAMP SHOWN IS INDICATIVE ONLY.
Ea
GATE
N1 NORTH ELEVATION - SCREEN&BUS SHELTER
A222 Eb
1 : 100
Fa
Fb
Ex.G
Ga
Ex.H
PAINTED FIBRE CEMENT SHEET - DULUX DIESKAU PG2C1. TO MATCH EXISTING PAINTED FIBRE CEMENT SHEET - DULUX TEAHOUSE PG1F5. TO MATCH EXISTING
1470 FC1
COMPOSITE TIMBER BATTENS - SILVER GREY. TO MATCH EXISTING
Parapet 2-Aldi RL 16500
SIGNAGE ZONE. REFER TO SIGNAGE PACKAGE FOR DETAILS.
T01
Ground
2010
6800
7980
8505 (C.O.S.)
2850 3000
2400
SL/DR
SIGNAGE ZONE. REFER TO SIGNAGE PACKAGE FOR DETAILS.
CL1-Tenancy
ENT1-02 D05 W.01 G01
L02
W.06A G01
SL/DR
L01 B
L01 B W.02 G01
T54-01 D04
W.04 G01
W.05 G01
W.06 G01
T54-02 D04
W.07 G01
900
1500
1600
100
W.20 G01
DP2
W.05A G01
1835
RL 15300
L02
W.02A G01
4965
1680
Parapet 1-Tenancy
TO MATCH EXISTING
TAXI SHELTER
7440
CORNER
8000
C03 A
RFS-03
2475
T01
W.01A G01
L02
L01 B C03 A
Ex.I
NATURAL ANODISED ALUMINIUM FRAMED GLAZING (TO AS1288) - GREY TINT TO GLAZING. TO MATCH EXISTING
SIGNAGE FROM EXISTING BUILDING RELOCATED TO NEW FACADE.
C03 A
BUS SHELTER
T02
SITE GT-02
C02
C02
Da
1050
RL 11500
3000
Cb
CONFIRM
T53-06 GT-01
S1 SOUTH ELEVATION 1 1 : 100
CL
3400
CORNER
4900
HR02
TO MATCH EXISTING (C.O.S.)
RFS-04
RL 8500
1050
1500
CORNER
8000
PAINT YELLOW LINE, TO MATCH EXISTING
Ground Floor
CL
C03 A
C03 A
CONCRETE RETAINING WALL / FENCE OMITTED FOR CLARITY. SHOWN DASHED.
CL 600
14010
.
Parapet 1-Tenancy
Ground
RL 8500
RL 8500
S2 SOUTH ELEVATION 2 1 : 100
PROPOSED TAXI SHELTER. RE-INSTATE SHELTER FROM SOUTHERN END OF BUILDING. (1/2 OF EXISTING SHELTER ONLY) RE-USE ALL MATERIALS WHERE POSSIBLE. MAKE GOOD ANY DAMAGE.
PAINT YELLOW LINE, TO MATCH EXISTING
MALL AUTO SLIDING DOORS TO OPEN ON FIRE ALARM FOR MAKE UP AIR
E 18/0515 D 06/05/15 C 28.04.15 B 20/04/15 A 17/04/15 Rev. Date
ISSUED FOR BUILDING RULES CONSENT 90% ISSUE PS DA Ammendment Issued for Aldi Review In Progress Issue Initial Description
Client
Ex.2
Ex.1
W1
W2
W3
20600
EXISTING BUILDING
8605
L03
PRE CAST CONCRETE PANELS - DULUX DIESKAU PG2C1. TO MATCH EXISTING
PROPOSED
W4
7970 2125
3500 550
DULUX TEAHOUSE PG1F5. TO MATCH EXISTING
2400
3060 550
Parapet 2-Aldi
RL 16500
hamessharley.com.au +61 8 9381 0200
EXISTING CENTRE CONTINUES
EXT WATERPROOF DOOR BELL & ALARM INDICATOR PANEL, AS PER ALDI GENERIC DRAWING SHT: G4-A1-205
In Partnership With
8000
RELOCATED SECURITY FENCE & GATE
Aldi-Clearance at Plant Platform RL 13800
C03 A
C03 A
C03 A
DK-SH
1915
1330
1 : 100
500
1330
Project
CHURCHILL NORTH - STAGE 3
Aldi-Clear Zone RL 12800
FT01
SASynProj\31549 Churchill North Stage 3\03 Production\01 Design\BIM and Links\Central File
EXT CONCRETE STAIR
DB1 C03
CL2-Aldi
RL 11800
PANEL LIFT DOOR. REFER TO DOOR SCHEDULE.
Drawing Title
ELEVATIONS
SITE GT-03
C02
2500
T53-02 PL01 HR02
DB1
PAINT YELLOW LINE, TO MATCH EXISTING BUILDING
1270
RL 8500
1500
T53-03 D01 HR01
1000
T53-04 D01
3000
4200
DV
CR01-02 D02
Ground
W WEST ELEVATION
1330 x 1330 OPENING IN WALL. DOOR BY ALDI. TEMPORARY SECURE. FT01 REFER TO ALDI GENERIC DRAWINGS INCL: G4-A3-358.
4500
C03 A
CORNER
CORNER
DK-SH = ARBON DOCK SHELTER. INSTALL AS PER MANUF' DETAILS. C03 A
M01 C
RELOCATE EXISTING GATE
RECESSED CONCRETE LOADING DOCK TO BE DESIGNED BY CIVIL ENGINEER IN ACCORDANCE WITH ALDI'S DESIGN GUIDELINES / SCOPE OF WORKS. RAMP SHOWN IS INDICATIVE ONLY. DK-LVL = DOCK LEVELLER. REFER TO ALDI SPEC FOR DETAILS.
Drawn By
Checked By
Scale @ A1
Project No.
Drawing No.
Revision
TB
Ground Floor C02
RL 8500
31549
PS
A401
1 : 100
E
Status
FOR BUILDING RULES CONSENT
© COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE. Key Plan
CONFIRM
The form of procurement was for an open book, negotiated approach which is a testament to the way Pike Constructions conducts our business. Trusted by Axiom Properties to manage the design team, tenant specific requirements and development approvals, Pike Constructions have been engaged by the client to manage their interests from conception to completion.
© COPYRIGHT. USE FIGURED DIMENSIONS IN PREFERENCE TO SCALED. ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE.
Ex.3
COMPOSITE TIMBER BATTENS - SILVER GREY. TO MATCH EXISTING PAINTED FIBRE CEMENT SHEET - DULUX TEAHOUSE PG1F5. TO MATCH EXISTING SIGNAGE ZONE. REFER TO SIGNAGE PACKAGE FOR DETAILS.
5.50°
SCOPE: Our long standing client, Axiom Properties Limited, has engaged Pike Constructions to undertake the next stage of the recently completed Churchill North Shopping Centre. The Churchill Retail Precinct has been a successful space for Pike Constructions with this new project being our fourth within a two year period. We have recently completed Kmart-Repco and Churchill South Stage 1 with Churchill South Stage 2 currently under construction.
NORTH
The development consists of approximately 3000m2 of new retail space, with the main portion being tenanted by Aldi Food Stores. The built area also includes and extension to the existing mall and 750m2 of specialty stores. Externally the centre is taking on some significant changes. We are undertaking demolition of some existing old stock
DEMOLITION NOTES: 1. 2.
CUT BACK EXISTING EXTERNAL PAVEMENT AT PROPOSED BUILDING LINE.
1
DEMOLITION OF EXISTING BUILDING - SOUTH
3. 4.
REMOVE 2 OFF EXISTING TENANCY SIGNS CAREFULLY AND STORE FOR DURATION OF CONSTRUCTION. RE-INSTATE ON NEW SOUTHERN FACADE, WHERE NOMINTED ON ELEVATIONS AND SIGNAGE PACKAGE.
5. 6. 7. 8.
RELOCATE EXISTING TAXI SHELTER. DISMANTLE CAREFULLY AND LABEL ALL MEMBERS TO ALLOW FOR RE-INSTATEMENT, WHERE NOMINTED ON "GROUND FLOOR PLANOVERALL", SHT: A220.
9.
DEMOLISH / CUT BACK PART OF EXISTING SCREEN FOR EXTENT NOMINATED. SALVAGE MATERIALS FOR RE-USE, WHERE POSSIBLE. MAKE GOOD PAVEMENT, TO MATCH EXISTING.
10.
11.
DEMOLISH EXISTING SOUTHERN CARPARK, INCLUDING: PAVEMENT, ALL KERBS, FOOTPATHS, BOLLARDS AND ALL IN-GROUND CONCRETE AND REMOVE ASSOCIATED LANDSCAPING TO ALLOW FOR NEW EXTENSION. CONFIRM EXTENT OF WORKS WITH CIVIL ENGINEER'S DOCUMENTATION. KEEP EXISTING TROLLEY BAYS, ROAD SIGNAGE, BINS & EXTERNAL SEATING FOR RE-USE, WHERE POSSIBLE. REFER TO "DEMOLITION PLAN - OVERALL" ON SHT: A200, FOR EXTENT OF EXTERNAL SITE WORKS.
12.
13.
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 25 29a
14. 15. 16. 17.
2
18.
DEMOLITION OF EXISTING FENCE / SCREEN BREAK UP & REMOVE EXISTING FOOTPATH FOR EXTENT NOMINATED
19.
ALL DEMOLITION WORK UNDERTAKEN TO COMPLY WITH AS 2601. COMPLETE A FULLY DETAILED DILAPITATION REPORT OF SITE, SURROUNDING BUILDINGS, KERBS, CROSS OVERS, FOOTPATHS, IMMEDIATE ROAD SURFACES SURROUNDING THE SITE, VEGETATION, MULCH LEVELS, IRRIGATION SYSTEMS, ALL EXTERNAL SERVICES, ALL BUILDING SERVICES, ALL BUILDING INTERFACES, ALL WALLS, CEILINGS, FLOORING, ROOF SHEETING, FLASHINGS, DOWN PIPES, GUTTERS AND SUMPS.ROOF ACCESS, PAVING AND SURROUNDING BUILDING SURFACES. REPORT TO BE CIRCULATATED TO CLIENT, PROJECT MANAGER AND CONSULTANT TEAM FOR ANY REQUIRED COMMENTS PRIOR TO ANY WORKS COMMENCING ON SITE EXTENT OF BUILDING / STRUCTURE TO BE DEMOLISHED SHOWN IN RED. ALLOW FOR STRIPPING BACK EXISTING STRUCTURE TO FACILITATE NEW BUILDING CONNECTIONS. ALL DEMOLITION WORKS SUBJECT TO OPENING UP WORKS. ALLOWANCE TO BE MADE FOR DISCOVERY OF UNFORESEEN STRUCTURE. ALL WORKS SUBJECT TO STRUCTURAL ENGINEER DESIGN & DETAIL AND SPECIALIST SUB-CONTRACTOR METHOD STATEMENT. ALLOW FOR BREAKING UP AND REMOVAL FROM SITE ANY CONCRETE FOOTINGS OR STRUCTURE NO LONGER REQUIRED. EXTENT OF EXISTING ROOF & STRUCTURE TO BE CUT BACK TO BE CONFIRMED ON SITE. THE BUILDER IS TO DEMOLISH EXISTING STRUCTURE TO EXTENT SHOWN ON THE DOCUMENTS. REMOVE ALL MATERIALS NOT TO BE RE-USED UNLESS NOTED OTHERWISE. THE BUILDER SHALL ALSO REFER TO OTHER CONTRACT DOCUMENTS, STAGING PROGRAM, REGULATIONS, CODES OF PRACTICE, ETC. IN REGARD TO THE EXTENT AND MANNER IN WHICH THE DEMOLITION IS TO BE CARRIED OUT. REFER TO RELEVANT ENGINEER'S DRAWINGS FOR CAPPING & SEALING OF REDUNDANT EXISTING SERVICES. SERVICES TO BE CUT AND SEALED IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. UNLESS NOTED OTHERWISE ALL EXISTING CONCRETE SLABS TO BE PROTECTED AND TO REMAIN. ITEMS TO BE DEMOLISHED INCLUDE BUT ARE NOT LIMITED TO FLOOR FINISHES, FIXTURES, REDUNDANT SERVICES, EXTERNAL & INTERNAL WALLS, COLUMN BOXING, SHOPFRONTS, CEILINGS, ROOFS AND ASSOCIATED STRUCTURE. MAKE GOOD TO ALL SURFACES AFTER DEMOLITION HAS TAKEN PLACE IN PREPARATION FOR NEW FINISHES TO BE APPLIED. ALLOW FOR SCABBLING AND/OR TO APPLY APPROVED FLOOR LEVELLER TO EXISTING SLAB SURFACES IN PREPARATION FOR NEW FLOOR FINISHES. CONTRACTORS TO INSPECT & CHECK ON SITE PRIOR TO DEMOLITION. WATERPROOFING OF BUILDING TO BE MAINTAINED DURING ALL PHASES OF WORK. FOR INFORMATION ON OR ABOUT EXISTING SERVICES REFER RELEVANT CONSULTANTS DWGS. THIS DRAWING TO BE READ IN CONJUNCTION WITH SITE SURVEY, STRUCTURAL, CIVIL AND SERVICES ENGINEERS DOCUMENTATION. MAKE GOOD OR PROVIDE NEW AS REQUIRED TO ALL EXISTING ADJOINING SURFACES TO BE RETAINED, THAT ARE AFFECTED BY THE WORKS. PROVIDE TEMPORARY PROPPING WHERE REQUIRED TO STABILISE EXISTING STRUCTURE, SERVICES AND INFRASTRUCTURE. ALL PROPPING TO BE TO
26 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
Quality, Safety & Environmental Management
QUALITY ASSURANCE
ISO9001:2008 Quality, Safety & Environmental
MANAGEMENT ISO9001:2008 QUALITY MANAGEMENT SYSTEMS
ISO14001:2004 ENVIRONMENTAL MANAGEMENT SYSTEMS
AS/NZS 4801:2001 OCCUPATIONAL HEALTH AND SAFETY SYSTEMS
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 27
Quality, Safety & Environmental Management
QUALITY ASSURANCE
ISO9001:2008 ISO 9001:2008
Quality Certified
AU1199-QC-EC-SC
Quality Assurance ISO9001:2008 Since the company’s inception in 1981, Pike Constructions has undergone consistent and significant growth. We are continuously striving to innovate and adopt more sophisticated business practices in order to meet our strategic plan and to underpin our vision of continual improvement. This vision is supported and reinforced by our integrated business management system and our certification to the following International and Australian Standards: • ISO9001:2008 Quality Management Systems • ISO14001:2004 Environmental Management Systems • AS/NZS 4801:2001 Occupational Health and Safety Systems Our integrated business management system is driven and supported by our QHSE Data Manager Software program. This software provides us with an innovative approach to management, helping us to deliver on our key objectives and providing traceability of all our actions. This inturn ensures compliance with the contract documents, applicable standards and legislation. The QHSE Data Manager is designed in accordance with the principles of the international standard for risk management. This software enables us to proactively identify the project tasks that need to be carried out, highlight associated risks and to rectify any non conformance that may arise. A key function of the data manager is the Quality Control Module or Inspection & Test Plans which Pike Constructions executes on all our projects. An Inspection and Test Plan identifies the stages of work to be inspected or tested, by whom and at what frequency and highlights the critical hold and witness points. The ITP will also measure against the applicable standards and acceptance criteria of the project documents. Inspection and Test Plans give confidence in 28 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
quality control and the automated system ensures that all quality records are maintained. Whenever Pike Constructions is awarded a contract, we identify all project-specific quality management requirements which are supported by a project specific Quality Management Plan. It’s commitment like this that gives confidence in our ability to meet the quality objectives of the project and guarantee the quality of the finished product.
Quality, Safety & Environmental Management
OCCUPATIONAL HEALTH & SAFETY
AS/NZS 4801:2001 AS 4801:2001
Safety Certified AU1199-QC-EC-SC
Occupational Health & Safety AS/NZS 4801:2001 The health, safety and well-being of our people are continuously at the forefront of everything we do. Safety is a constant priority during any project we undertake and our objective is to ensure that everyone is safe everyday. This is based on our belief that safe projects are successful projects and that all injuries are preventable. Safety is much more than just following rules. It is about attitude, discipline, the safe management of people and most importantly, the ability to prevent hazards and control risk. With a dynamic and innovative safety system in place, we are totally committed to creating safer work attitudes and encouraging behavioural change as a way of life. We are also intent on strategic planning to ensure that as much as possible, we design out any activities that involve unacceptable levels of risk. This is achieved by developing a Safety Management Plan for each and every project we undertake. The QHSE Data Manager gives us the visibility to know what is happening across all our projects and our workforce at any given time. This allows us to manage and monitor our performance across all levels of the business. The system assists in reporting incidents, identifying and managing hazards, tracking of employee and subcontractor training and identifying opportunities for improvement. An effective program built into the QHSE Data Manager system is our Job Safety & Environmental analysis tool or JSEA Module. Before our people or subcontractors carry out work on a project, it is a requirement that we think of what is the safest and most environmentally friendly way to do so. The JSEA module allows us to document each work related task, identifying the associated risk and put in place measure to eliminate or minimise the risk. We have a strong culture in which safety thinking is an inherent part of our company allowing our employees and subcontractors to contribute to continual improvement providing a better safety performance. EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 29
Quality, Safety & Environmental Management
ENVIRONMENTAL MANAGEMENT
ISO14001:2004 ISO 14001:2004
Environmentally Certified AU1199-QC-EC-SC
Environmental Management ISO14001:2004 Pike Constructions acknowledges and understands its environmental impact and is committed to meeting community, legislative and social expectations. We are actively integrating environmental management into our core business activities and environmental sustainability into our project designs. Environmental awareness, education and commitment help us to reduce our footprint and we provide our people with the necessary tools to allow them to conduct our day to day operations without having a negative impact upon the environment. Environmental best practice is a key part of all our projects and this is supported by developing project specific Environmental Management Plans. We aim to minimise the impact of our operations in many areas, including air and water quality, noise and vibration levels, native flora and fauna, soil conditions and areas of historic and cultural significance. In addition Pike Constructions implement specific recycling initiatives customised to each project and track our results through the QHSE Data Manager system. The QHSE Data Manager enables us to assess the environmental impact of our activities and record any environmental incidents and schedule actions for remediation. It also allows us to monitor community risks and any social impacts that may be a result of our business operations. Our commitment to the environment is not restricted to our work practices, it is also a focus on our many design and construct projects. ESD design measures are a major driver during the design and documentation phase. A good example of this was during the construction of our new energy efficient office & warehouse. Sound ESD principles were achieved utilising high performance glass, “Coolclad” roofing & insulation systems, stormwater harvesting which is reticulated back through the wet areas and landscaping, internal movement sensor lighting and VRV mechanical airconditioning just to name a few. 30 PIKE CONSTRUCTIONS REVIEW EDITION 5 | JULY 2015
Not only did the design measures help to achieve our goals but the recycling and re-use of demolition materials ensured we hit our targets. All demolished materials were separated & recycled and in particular the bricks from the existing 1920’s dwellings were individually cleaned, palletised and sent away for re-sale. The most striking part of this initiative was the reuse of the Jarrah timber floor joists which now form an iconic feature on our main staircase. Our integrated approach to Quality, Safety and Environmental Management gives us the ideal platform for continual improvement. It is Pike Constructions commitment, spanning over 30 years which gives our clients assurance they are working with an industry leader.
CURRENT PROJECTS
OUT OF THE ASHES OUR
KENT TOWN REFEREES Mr Vince Manuele Manuele Engineers Pty Ltd Phone: 08 8374 1680
Mr Michael Crawford CMV Group Phone: 08 8238 5566
Mr John Bryant Bryant Concepts Pty Ltd Phone: 08 8362 8860
Mr Michael O’Sullivan Terminals Pty Ltd Phone: 0413 477 175
Mr John Savva Leedwell Property Phone: 08 8212 8880
Mr Paul Rouvray Axiom Properties Ltd Phone: 08 8120 2400
Mr Angelo Demasi Adelaide Produce Markets Ltd Phone: 08 8349 4493
EDITION 5 | JULY 2015 PIKE CONSTRUCTIONS REVIEW 31
31-33 South Road, Thebarton SA 5031 Phone 08 8443 6066 Facsimile 08 8354 0254 Enquiry info@pikeconstructions.com.au
Environmentally Certified AU1199-QC-EC-SC
ISO 9001:2008
ISO 14001:2004
AS 4801:2001
Safety Certified AU1199-QC-EC-SC
Quality Certified
AU1199-QC-EC-SC