replacement of monument footings (concrete beams) tender … · 2019-10-22 · centennial park is...

Replacement of Monument Footings (Concrete Beams)

Tender No. 10/2019

RELEASE DATE: 22 October 2019

Centennial Park Tender –2019 2

Contents

Contents .................................................................................................................................... 2

About Centennial Park ............................................................................................................... 3

Business and ownership ................................................................................................................................ 3

Vision, Mission and Values ............................................................................................................................ 4

Location of Centennial Park........................................................................................................................... 4

The Opportunity......................................................................................................................... 5

Scope of Works .............................................................................................................................................. 5

Specialist Works ............................................................................................................................................. 6

Cemetery Operating Environment ................................................................................................................ 6

Communication ............................................................................................................................................. 7

Tender Requirements ................................................................................................................. 7

Objectives of the Tender ............................................................................................................................... 7

Format of Tender Response .......................................................................................................................... 8

Cover Letter & Statement of Purpose ........................................................................................................... 8

Tender Information ....................................................................................................................................... 8

Evaluation Criteria ......................................................................................................................................... 9

The Process .............................................................................................................................. 10

Contact Details and Communication ........................................................................................................... 10

Tender Submissions ..................................................................................................................................... 10

Conditions ................................................................................................................................ 11

Confidentiality ............................................................................................................................................. 11

Conflict of Interest ....................................................................................................................................... 11

Schedule 1 ............................................................................................................................... 11

Operator’s Information Checklist ................................................................................................................ 11

Appendix A: Drawings .............................................................................................................. 12

Appendix B: Tender Form (lump Sum Contract) ....................................................................... 13

About Centennial Park

Business and ownership

Centennial Park is South Australia’s leading provider of burial, cremation, funeral and memorialisation services. For more than 80 years it has provided a place where people are welcomed and encouraged to honour life.

Over 150,000 people are memorialised in the Park and many of these memorials are visited regularly by family and friends. Centennial Park conducts around 3,500 cremations, 800 burials and 1,400 funeral services each year, an indication of the value our families place on the beautiful facilities that Centennial Park provides.

Centennial Park is owned by the Centennial Park Cemetery Authority (the Authority), a regional subsidiary of two councils, the Cities of Mitcham and Unley in South Australia. It is governed by a seven-member Board of Management comprising two appointed by each owner council and three independent members.

Led by a Chief Executive Officer and Senior Management Team, the Centennial Park team consists of around 55 dedicated and passionate staff. In addition, the Commonwealth Government has an onsite team of eight who manage the South Australian Garden of Remembrance for the memorials of those who fought in wars.


Vision, Mission and Values

Centennial Park’s vision is to be the pre-eminent end-of-life resting place; a place that connects people through a rich tapestry of beautiful gardens, services, events and histories.

Our mission is to provide a stunningly beautiful community space in which to enduringly commemorate loved ones and to celebrate the wonder of life.

Our values are:

• Compassion

• Inclusion

• Excellence

• Innovation

Location of Centennial Park

Situated within 10 kilometres of Adelaide city, on Goodwood Road, Pasadena, Centennial Park provides easy access to all South Australians and visitors.

A statement entrance has been created with a four-metre high sculpture, Connections, providing a location reference point for visitors. Connections was commissioned by Centennial Park and created by acclaimed South Australian artist Karl Meyer, in association with Exhibition Studios. It was installed in December 2018 and conveys the very essence of Centennial Park; human connection, togetherness, warmth, care, empathy, and friendship.

On a footprint of 40 hectares (100 acres), the Park boasts:

• more than nine kilometres of majestic tree-lined avenues

• many pathways for walking and prams

• thousands of flowering and native plants

• more than 30 themed gardens, almost 8,000 rose bushes of 150 differing varieties

• gazebos, an island, a creek and 20 water features or fountains

It also is home to ducks, koalas, possums, tortoises and an abundance of native wildlife, including more than 30 bird species.

There are three sandstone buildings within the Park:

• The Administration Building where families visit to discuss memorial options and renewals, and which accommodates our corporate service teams;

• The Operations Building, the hub for operations, grounds, infrastructure, maintenance, the crematorium and bookings of services;

• The Jubilee Complex housing a number of Funeral/Service spaces including the Heysen seating 250, the Florey seating 90, the Mawson seating 30 people, and the Foyer able to seat up to 450.


The Opportunity

Centennial Park is South Australia’s leading provider of cemetery, cremation, funeral and memorialisation

services, and hosts approximately 500,000 visitors each year.

Centennial Park was developed around the concept of lawn and garden cemeteries. Concrete beams help

facilitate this and provide the plinth or base where our mostly stone memorials rest. Each stone memorial

weighs around 350 kilograms and some beams have memorials back to back and on each side. Beam

lengths can vary from 8 to over 30 metres long and from 600 to 1200mm wide.

In line with its Asset Management Plan 2017-2026, the Centennial Park Cemetery Authority intends to

replace 30 of the 1,700 existing beams immediately, with up to another 170 beams needing to be replaced

over the period to 2026 due to deterioration and soil movement.

These works aim to remove the existing damaged beams and replace them with new engineered footing

beams with a design life of 50 to 100 years.

There are 6 overall beam designs, refer Appendix A, but in principle there are two general beam designs utilised the most;

• Option 1 - 300 mm thick, 610mm wide uniform bench slab design with steel reinforcing mesh at the top and bottom. Refer Drawing Number: 33-1776400-S006

• Option 2 - 300 mm thick, 610mm wide supported by 4.1m deep piers, not further than 4.9m apart. Various depth piers ranging from 3 to 6 metres in depth depending on soil conditions. Refer Drawing Number: 33-1776400-S002 and note 4.1m piles.

Scope of Works

Supporting the primary purpose of Centennial Park and working collaboratively with Management, the operator will be expected to carry out the project works and supply all labour and materials generally described below;

1. Remove and dispose of existing topsoil 2. Co-ordinate with a separate contractor for the removal and reinstallation of existing monuments 3. All demolition works of existing beams, including disposal 4. Preparation and completion of site works and excavations 5. Construct new engineered piering works and footing beams 6. Install new topsoil ready for turf installation (to be priced separately).

Works are to be costed on a schedule of rates based on an all-inclusive fixed cost of dollars per metre of beam, as based on a standard beam length of 18 metres. The contractor shall clearly identify cost benefits to Centennial Park for larger works where applicable in relation to length of beams and duration of work ie 18 metres, 30 metres, 50 metres. The site/scope of works area at any given time will be determined by Centennial Park and shall be awarded on an ongoing basis (non-continuous) as works are required to remediate damage, and budget funding is available. It is intended that beam replacement works will remain an ongoing program however an initial contract period of up to 3 years will apply.


Full details of the works to be carried out under the Contract are available in the respective sections of this specification and on the drawings.

Specialist Works

Centennial Park staff and a specialist nominated sub-contractor will be required to complete works within the program which the contractor will need to co-ordinate. The specialist sub-contractors works will be limited to the removal of existing monuments (headstones) and reinstatement of monuments to the newly constructed beams while Centennial Park staff will complete installation of top soil and lawn over the levelled pad (subject to optional works direction). Centennial Park may elect to supply and install topsoil for the works, however the contractor is to provide a rate in their tender to supply and install topsoil. The rate is to be provided as a cubic metre rate for supply and installation.

Cemetery Operating Environment

The works are to be completed within the grounds of Centennial Park Cemetery Authority (Centennial Park), 760 Goodwood Road, Pasadena, SA. Contractors and their representatives must be considerate of the cemetery context and sensitive around burial areas at all times. Customer service at the highest level is paramount. Extra care must be taken when operating on site to ensure the safety of all park users. It is expected that the contractor will work in partnership with Centennial Park to conduct their business in a professional and respectful manner that is consistent with the values of the Park: Compassion, Inclusion, Excellence and Innovation. The cemetery will continue to operate throughout the works program and it is critical that all care is taken to ensure minimal disruption to Centennial Park visitors and staff. Visitors to the site will primarily be mourners and may be attending a burial or memorial service within the immediate area, or have a relative buried within the works area, so an increased level of consideration must be afforded to all visitors in and around the works area. There may be a need to access the works area for a burial service during the works program. In this event special measures will need to be implemented to allow for the service to be conducted within the works area. A full site shut down of works for this period and provision for safe access to and from the area for mourners, funeral director and cemetery staff will be required. Care must be taken when demolishing the existing footing beams due to current occupied burial sites located either side of the footing beams. Any damage to existing burial sites, memorials, exposure of coffins or other unknown objects is to be reported immediately to Centennial Park. Once complete, the new works are to maintain an appearance consistent with the existing burial areas within the broader context of Centennial Park Cemetery. The operating hours of Centennial Park are:

• Administration - Monday to Friday 9am – 5pm

• Car Park and grounds open to the public - Monday to Sunday 7am – 7pm (9pm during Daylight Savings)


Noisy works are not allowed after hours and must be coordinated around burial services. Daily updates will be provided by Centennial Park regarding services to be conducted that day. All works must stop when instructed by Centennial Park staff in the event of a burial service or other park operations which requires a quiet environment. The contractor will be responsible to establish and agree with Centennial Park regarding site management measures, WHS requirements and Safety in Design (SiD) considerations. There are existing trees and landscaped gardens within and close to burial areas. These are to remain and should be protected during the works as required. Removal of any tree or existing structure is not permitted without prior consultation and approval from Centennial Park. The wider cemetery site contains asbestos. While it is unlikely any will be encountered during these works it is the contractor’s responsibility to read the Asbestos Register (register No. AS3823), which will be provided as part of the contract, and to comply with the authorities requirements and the information contained in the contract regarding Hazardous Materials identification and removal.

Communication

Centennial Park will seek to provide adequate advertising of the works to the public and the Interment Right Holders of the sites being worked on. The contractor must immediately notify Centennial Park of any complaints or concerns received from members of the public. Failure to do so may result in termination of the contract.

This Tender for the Replacement of Monument Footings (Concrete Beams) should be read and responded to in conjunction with Appendix A.

The tender will initially run for 12 to 36 months and may be extended by mutual agreement thereafter.

Tender Requirements

Centennial Park welcomes tenders to replace existing damaged concrete beams with new beams by 4.00pm on Friday 15 November 2019.

Submitted tenders will be evaluated against a range of criteria as detailed below.

Objectives of the Tender

The objectives of this tender are to:

• Replace existing concrete beams that provide a foundation for cemetery monuments with new beams as per detailed drawings attached (Appendix A).

• Ensure a high standard of build quality to ensure the longevity of the constructed beams will be at least 50 years with a plausible life expectancy of up to 100 years or more.

• Develop a partnership with a contractor that will work collaboratively with Centennial Park and its other contractors to enhance the standards, amenity and reputation of Centennial Park.


Format of Tender Response

The format of the response is to be structured as follows:

1. Cover Letter/introduction including a Statement of Purpose

2. Responses to all 6 construction types

3. References and other relevant and appropriate information to support the tender.

Please note Centennial Park may seek further clarification, information or additional documentation to the Tender responses at their discretion.

Cover Letter & Statement of Purpose

The respondent is required to detail, in a cover letter, a brief but comprehensive overview of their operation’s background and history, values and mission and demonstrate why they are submitting a tender to collaborate with Centennial Park on this venture.

Tender Information

The Tenderer is required to detail the following information as part of the response requirements:

• Corporate structure and full name of the entity submitting the application (please note Centennial Park will only enter into a formal contract with a single entity. If there are multiple entities involved, the response must highlight the responsible entity which will enter into the contract agreement).

• Beneficial ownership interests in the responsible entity and any related entities.

• The ABN of the responsible entity.

• Operational background including years in business, organisation chart, management bios, locations and corporate mission, values and vision.

• Details of the nominated representative who will be the main contact throughout the tender process including name, email address and contact numbers.

• Provide copy of current Public Liability & Products Insurance in the amount of not less than $20 million.

• Provide details of Occupational Health Safety and Environmental Management system in accordance with Work Health and Safety Act 2011.

• Tenderer must submit evidence of the following:

o Evidence of general construction capability

o Experience in project delivery

o Financial capacity

o Evidence of builders license within nominated site(s)

o Quality Assurance status

o Key personnel with relevant experience

o Evidence of current and future workload and capacity of key personnel during the proposed program of works.

• A comprehensive understanding of and adherence to Appendix A.

A checklist has been provided at Schedule 1.


Evaluation Criteria

Tenders will be evaluated against the following criteria:

Standard Criteria

1. How the respondent will uphold the standards, amenity and reputation of Centennial Park

A summary demonstrating an understanding of the culture and vision of Centennial Park including the capacity of the respondent to uphold these same values. This will include a strategy on working with CP, staff, contractors and funeral directors, and grieving families.

2. Project Understanding Demonstrated understanding of the scope of supply as described in the detailed drawings supplied.

3. Experience & Qualification

Details of the respondent’s experience in providing concrete footings and installations. Evidence must be provided of the previous experience in the delivery of similar construction methodologies and scale in South Australia or nationally.

4. Work Heath, safety & Environment

Demonstrated commitment to Occupational Health, Safety and Environment through the possession of Policies, manuals and Procedures.

5. Methodology How the respondent proposes to successfully carry out the described works, including:

• Construction Methods (recommendations) and schedule of rates

• Operational Strategy – how the operator will work with Centennial Park to achieve the shared objectives.

• Proposed hours of operation

• Commitment to environmentally sustainable practices

• Commitment to WHS

Commitment to adherence to Appendix A

6. Innovation Identification of alternative methods, materials, etc

The respondent is required to prepare and submit answers to each evaluation criteria in a clear and precise

manner.


The Process

Contact Details and Communication

Respondents to this tender are requested to direct any questions to the Nominated Contact Person:

Nick McCarthy

Coordinator Infrastructure & Grounds Maintenance

Email: [email protected]

Telephone: 08 8276 2260

Any site visit or inspection by Respondents must be by appointment.

Tender Submissions

Submissions in response to this Tender close at 4.00pm Friday 15 November 2019.

Tender submissions can be posted or delivered in person (placed in the Tender box provided) addressed as follows:

Tender No 10/2019 – Replacement of Monument Footings (Concrete Beams) Michael Rusby Manager Operations, Grounds & Infrastructure Centennial Park Cemetery Authority 760 Goodwood Road Pasadena SA 5042

Tenders may also be submitted via email to: [email protected]

All submissions will be evaluated by the Centennial Park Authority against the evaluation criteria outlined in this Tender.

Please note Respondents may be required to present to Centennial Park’s evaluation team and advisers on their tender responses, at Centennial Park’s discretion.

Centennial Park Administration Building is open between 9:00am – 5.00pm Monday to Friday.

Please note the following in relation to lodgement of Tender submissions:

• Tenders are not to be faxed in whole or in part.

• Proposers acknowledge that lodgement of their tender on time, and in accordance with the lodgement requirements, is entirely their responsibility. Centennial Park Cemetery Authority accepts no responsibility for submissions received after the closing date and time.

• If lodged by hand or mail, submissions should be lodged in a clearly-marked and sealed envelope, endorsed with the Tender Number (as set out on the front page of this Tender).

• The successful tendered will be required to enter into a formal contract with Centennial Park.

mailto:[email protected]

mailto:[email protected]


Conditions

Centennial Park Cemetery Authority reserves the right to:

• Not select any or all of the Respondents

• Select a provider other than a Respondent

• Consider non-complying Respondents

• Reject non-complying Respondents

• Negotiate with a selected Respondent(s) after submission of the Response.

• Change the date and timelines of the Tender, if required

• Change/update its requirements under this Tender

• Conduct competitive parallel negotiations with two or more short-listed Respondents.

Confidentiality

All information contained in this Tender is provided by Centennial Park Cemetery Authority, and information issued by Centennial Park or its contact person as part of this process, is to be regarded as commercial-in-confidence.

Each respondent must ensure that no person receiving such confidential information may use, copy or disclose any of it to any person except for the purpose of preparing the Tender submission.

Conflict of Interest

Respondents are required to identify any actual or potential conflict of interest in their response to the Tender or notify the Nominated Contact Person in writing immediately.

Schedule 1

Operator’s Information Checklist

• Organisation Name

• Organisation ABN

• Corporate Structure Type

• If a Company, provide ASIC Company Extract

• Organisation Background

• Numbers of years in operation/business

• Organisation Chart

• Biographies of key management personnel

• Location of Organisation and business operations

• Corporate Mission

• Values & Vision

• Nominated Representative Contact


• Nominated Representative Contact Details (email and phone)

• Overview of organisation’s financial status including equity, debt and other financial commitments

• WHS Management System

• Public Liability Insurance “Certificate of Currency” in the amount of $20 million

• Understanding of and willingness to adhere to Service Level Agreement (Appendix A)

Appendix A: Drawings

1. GENERAL 33-18404-G001 COVER SHEET, DRAWING INDEX AND LOCALITY PLAN 33-18404-G002 TYPICAL FORM SETOUT AND MARKER BUTTON DETAILS 2. STRUCTURAL 33-1776400-S001 MONUMENT FOUNDATIONS PLAN SECTIONS AND DETAILS LAWN BEAM 33-1776400-S002 MONUMENT FOUNDATIONS PLAN SECTIONS AND DETAILS STANDARD BEAM 33-1776400-S003 MONUMENT FOUNDATIONS PLAN SECTIONS & DETAILS CHILDRENS BEAM 33-1776400-S004 MONUMENT FOUNDATIONS PLAN SECTIONS AND DETAILS GRANDER BEAM 33-1776400-S005 MONUMENT FOUNDATIONS PLAN SECTIONS AND DETAILS JEWISH BEAM 33-1776400-S006 MONUMENT FOUNDATIONS PLAN SECTIONS AND DETAILS STRIP BEAM


Appendix B: Tender Form (lump Sum Contract)

Beam Price Overview (note: Rates to include removal and disposal of existing beams)

Beam Type Price per Beam (18M length)

Price per Meter ($/m)

Lawn Beam

Standard Beam

Children’s Beam

Grander Beam

Jewish Beam

Strip Beam

GST to be included in Lump Sum Price

The Tenderer shall also provide the following price (inc GST):

Item Unit Price ($)

Spread topsoil (supplied) in pathways

(per cube) $

PLOT EXCAVATION

4900 MAX 4900 MAX

A-

PLOT EXCAVATION

B-

PLANSCALE 1:20

CJ.

1200 MAX

1200 MAX

MIN 4875 BETWEENADJACENT EXCAVATIONS

BACK TO BACK MONUMENTHEADSTONES BY OTHERS(TYP.). FIXING /BRACING OFMONUMENTS BY OTHERS.

975 TYPOR 1220 TYP

1020

PILE TO BE MAX. 1200mmFROM END OF STRIPFOOTING ( TYP. )

300

190

BACK TO BACK MONUMENTHEADSTONES BY OTHERS(MAXIMUM WEIGHT, 180 kg PER MONUMENT )

PLOT

EXC

AVAT

ION

2600

MAX

.

SECTIONA- 20SCALE 1 :

1500

W6 HELIX (240 PITCH)

5.N16 BARS TOP & BOTTOM2.R10 LIGS AT 250 CTS.

75 COVER

7.N16 VERTICAL BARSWITH STANDARD COG

Ø 600 CONCRETEPILE

500MAX

500MAX

PILE TO BE FOUNDED IN FIRMUNDISTURBED NATURAL GROUND.CLEAN OUT BASE OF EXCAVATION

4100

1020CJ

.

SECTIONB- 20SCALE 1 :

200

POUR 2 POUR 1

750 LAP

PROVIDE 50mm COMPRESSIBLEVOID FORMER BELOW STRIPFOOTING ( TYP. )

1200 MAXALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.

G2

GENERAL NOTESG1

C4

C7

C5

ALL CONCRETE TO BE WELL COMPACTED BY MECHANICAL VIBRATOR.

60

BARS LAP : N16 - 750mm,

STRIP FOOTING

GRADE (MPa)

N32

REINFORCED CONCRETE NOTES

C3

C2

C1

COVER (mm)

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600

ELEMENT CONCRETEINTERNAL

CONCRETE FORMWORK TO BE CONSTRUCTED IN ACCORDANCE WITH AS3610C8

C9

WELDING OF REINFORCEMENT IS NOT ALLOWED UNLESS SPECIFICALLY NOMINATED.C10

ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BEVERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ISCOMMENCED. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED.

WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THERELEVANT CURRENT STANDARDS INCLUDING ALL AMENDMENTS, ANDTHE LOCAL STATUTORY AUTHORITY, REGULATIONS ETC, EXCEPTWHERE VARIED BY THE CONTRACT DOCUMENTS.

G3

ALL BACKFILLED EXCAVATIONS TO BE UNIFORMLY PLACED IN 200mmTHICK LAYERS TO CREATE A WELL COMPACTED FILL MATERIAL.

G4

WHERE DETAILS OF THE EXISTING STRUCTURE ARE SHOWN, THEY AREINDICATIVE ONLY. THE CONTRACTOR SHALL CONFIRM DETAILS OF THEEXISTING STRUCTURE.

G5

ALL CONCRETE SHALL BE PREMIXED BY AN APPROVED SUPPLIER AND ALLCEMENT SHALL BE TYPE GP - ORDINARY PORTLAND CEMENT.

CONCRETE STRENGTH AND CLEAR COVER TO THE REINFORCEMENT SHALLBE IN ACCORDANCE WITH THE TABLE BELOW UNLESS NOTED OTHERWISE.

CONCRETE TO HAVE MAXIMUM AGGREGATE SIZE OF 20mmAND SLUMP OF 80 ± 15mm

CONSTRUCTION JOINTS SHALL ONLY BE FORMED WHERE SHOWN ON THEDRAWINGS OR WHERE APPROVED BY THE ENGINEER

C11 SYMBOLS FOR REINFORCEMENT GRADE AND TYPE AS FOLLOWS: N: HOT ROLLED GRADE 500 DEFORMED(RIBBED) BAR, DUCTILITY CLASS N TO AS/NZS4671 W: GRADE 500 STEEL REINFORCING WIRE TO AS/NZS4671

CONDUCT GEOTECHNICAL INVESTIGATION AND CONFIRM FOUNDINGMATERIAL IS NATURAL UNDISTURBED CLAY WITH Cu = 100 kPa PRIOR TOEXCAVATION AND CONSTRUCTION. SHOULD FILL BE ENCOUNTERED,SEEK FURTHER ENGINEERING ADVICE PRIOR TO PROCEEDING

G6

75 PILES N32

P1. PILES TO BE INSTALLED BY AN APPROVED SPECIALIST SUB-CONTRACTOR IN ACCORDANCE WITH DRAWINGS AND AS2159 OR AS5100. SUBMIT NAME AND CONTACT DETAILS OF PROPOSED SUBCONTRACTOR.

P2. PILING CONTRACTOR TO ALLOW FOR INFORMATION IN GEOTECHNICAL INVESTIGATION REPORT AND FOR SITE CONDITIONS.

P3. PILES TO CARRY DESIGN LOAD OF 200kN ULS.

P4 PILE CAPACITY MUST EXCEED SPECIFIED DESIGN LOAD.

P5. FOR BORED PILES USE TEMPORARY CASING TO SUPPORT LOOSE OR WEAK MATERIAL AS REQUIRED.

P6. EXCAVATE PILE SOCKETS TO ENSURE SURFACES ARE FREE OF DEBRIS AND SMEARED MATERIAL. USE CLEANING BUCKETS AND SIDE CLEANING TOOLS SUITABLE FOR THE PILE DIAMETER.

P7. ENSURE SIDE WALLS OF PILE SOCKETS ARE FREE OF SOIL AND CRUSHED ROCK OVER AT LEAST 80% OF SIDE WALL AREA. SIDE WALL ROUGHNESS TO BE CLASS R2(GROOVES OF DEPTH TO 4 mm, WIDTH GREATER THAN 2 mm, SPACING BETWEEN 50 AND 200 mm).

P8. ENSURE BASE OF PILE SOCKETS ARE FREE OF DEBRIS, SOFT MATERIAL etc. EXPOSE NATURAL ROCK OVER AT LEAST 80% OF SOCKET BASE.

P9. PILES TO PROJECT INTO 50 mm INTO ABUTMENT/PILE CAP UNO.

P10. PILE SETTING OUT DIMENSIONS ARE TO CENTRELINE OF PILE AT UNDERSIDE OF PILE CAP. TOLERANCE ON POSITION OF PILES ± 50 mm. MAXIMUM DEVIATION OF PILE FROM SPECIFIED INCLINATION 1 in 50.

PILE NOTES

This Drawing must not beused for Construction unlesssigned as Approved

Date

CheckDrafting

DateDrawnRevisionNo A1Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

DesignConditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose.

DO NOT SCALE

Note: * indicates signatures on original issue of drawing or last revision of drawing

Level 4, 211 Victoria Square Adelaide SA 5000 AustraliaGPO Box 2052 Adelaide SA 5001T 61 8 8111 6600 F 61 8 8111 6699E [email protected] W www.ghd.com

Plot Date: Cad File No:5 March 2015 - 5:20 PM G:\33\1776400\CADD\Drawings\33-1776400-S001.dwgPlotted by: Jeff Gowland

(Project Director)Approved

JobManager

ProjectDirector 33-1776400-S001 1

J.GOWLAND A.JOHNS

P.READ* A.JACKSON*

A.JACKSON*

19.02.15

AS SHOWN

0 200 800 1000mm600400

SCALE 1:20 AT ORIGINAL SIZE

4900 MAX 4900 MAX

A-

PLOT EXCAVATION PLOT EXCAVATION

PLANSCALE 1:20

CJ.

B-

1200 MAX

1200 MAX



975 TYPOR 1220 TYP

610


300

840 M

AX


PLOT

EXC

AVAT

ION

2600

MAX

.


1500


75 COVER



280 - 305 280 - 305

Ø 450 CONCRETEPILE


4100

610

CJ.


200

POUR 2 POUR 1

750 LAP


1200 MAX.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.

G2

GENERAL NOTESG1

C4

C7

C5


60


STRIP FOOTING

GRADE (MPa)

N32


C3

C2

C1

COVER (mm)




C9




G3


G4


G5







G6

75 PILES N32











PILE NOTES


Date

CheckDrafting


Title

Project

Client

Check

DesignerDrawn

Scale


DO NOT SCALE





JobManager


J.GOWLAND A.JOHNS

P.READ* A.JACKSON*

A.JACKSON*

19.02.15

AS SHOWN

0 200 800 1000mm600400


4800 4800

A-


PLANSCALE 1:20

CJ.

B-

900TYP

900



610


300

622 M

AX


PLOT

EXC

AVAT

ION

1200


1500

3.N16 BARS TOP & BOTTOMR10 LIGS AT 250 CTS.

75 COVER



260MAX

260MAX

Ø 450 CONCRETEPILE


2700

610

CJ.


200

POUR 2 POUR 1

750 LAP


900


G2

GENERAL NOTESG1

C4

C7

C5


60


STRIP FOOTING

GRADE (MPa)

N32


C3

C2

C1

COVER (mm)




C9




G3


G4


G5







G6

75 PILES N32











PILE NOTES


Date

CheckDrafting


Title

Project

Client

Check

DesignerDrawn

Scale


DO NOT SCALE





JobManager


J.GOWLAND A.JOHNS

P.READ* A.JACKSON*

A.JACKSON*

19.02.15

AS SHOWN

0 200 800 1000mm600400


4900 MAX 4900 MAX

A-

850


PLANSCALE 1:20

CJ.

B-

1200 MAX1200 MAX



1220 TYP


4600

400

850

1800

MAX BACK TO BACK MONUMENT

HEADSTONES BY OTHERS(MAXIMUM WEIGHT, 1000 kg PER MONUMENT )

PLOT

EXC

AVAT

ION

2600

MAX

.


2000


75 COVER



400MAX

400MAX

Ø 600 CONCRETEPILE

PILE TO BE FOUNDEDIN FIRM UNDISTURBEDNATURAL GROUND.CLEAN OUT BASE OFEXCAVATION

CJ.


300

POUR 1 POUR 2

750 LAP PROVIDE 50mm COMPRESSIBLEVOID FORMER BELOW STRIPFOOTING ( TYP. )

1200 MAX


G2

GENERAL NOTESG1

C4

C7

C5


60


STRIP FOOTING

GRADE (MPa)

N32


C3

C2

C1

COVER (mm)




C9




G3


G4


G5







G6

75 PILES N32











PILE NOTES


Date

CheckDrafting


Title

Project

Client

Check

DesignerDrawn

Scale


DO NOT SCALE





JobManager


J.GOWLAND A.JOHNS

P.READ* A.JACKSON*

A.JACKSON*

19.02.15

AS SHOWN

0 200 800 1000mm600400


4875 4875

A-


PLANSCALE 1:20

CJ.

B-

975

975



975 TYP

300


300

840 M

AX

SINGLE SIDED MONUMENTHEADSTONES BY OTHERS(MAXIMUM WEIGHT, 356 kg PER MONUMENT )

PLOT

EXC

AVAT

ION

1500

MAX

.


1500

2.N16 BARS TOP & BOTTOMR10 LIGS AT 250 CTS.

75 COVER



280 - 300

Ø 300 CONCRETEPILE


3000

300

CJ.


200

POUR 2 POUR 1

750 LAP


975


G2

GENERAL NOTESG1

C4

C7

C5


60


STRIP FOOTING

GRADE (MPa)

N32


C3

C2

C1

COVER (mm)




C9




G3


G4


G5







G6

75 PILES N32











PILE NOTES


Date

CheckDrafting


Title

Project

Client

Check

DesignerDrawn

Scale


DO NOT SCALE





JobManager


J.GOWLAND A.JOHNS

P.READ* A.JACKSON*

A.JACKSON*

06.03.15

AS SHOWN

0 200 800 1000mm600400


A-

PLANSCALE 1:20

CJ.

B-


975 TYPOR 1220 TYP

610

9750

300

840 M

AX



280 - 305 280 - 305

610COMPACT EXISTING SUBGRADEBELOW STRIP FOOTING TO 95%MMDD.

SL81 MESH TOP &BOTTOM

PROVIDE 150mm PM2 QUARRYRUBBLE COMPACTED TO 95% SMDD

0.2mm D.P.M


POUR 2 POUR 1

SL81 MESH TOP &BOTTOM

LAP

COMPACT EXISTING SUBGRADEBELOW STRIP FOOTING TO 95%MMDD.

PROVIDE 150mm PM2 QUARRYRUBBLE COMPACTED TO 95% SMDD

CJ.

0.2mm D.P.M


G2

GENERAL NOTESG1

C4

C8

C5


60


STRIP FOOTING

GRADE (MPa)

N32


C3

C2

C1

COVER (mm)




C10




G3


G4


G5







G6

COMPACT EXISTING SUBGRADE BELOW STRIP FOOTING TO 95% MMDD.PROVIDE 150mm PM2 QUARRY RUBBLE COMPACTED TO 95% SMDD.

G7

APPLICATION: THIS FOOTING DESIGN IS INTENDED TO REPLACE EXISTINGDAMAGED FOOTINGS IN LOCATION WHERE ALL PLOT EXCAVATION HAVEBEEN COMPLETED. THIS ARRANGEMENT IS NOT SUITABLE FOR LOCATIONSWHERE SUBSEQUENT PLOT EXCAVATION ARE LIKELY TO BEUNDERTAKEN.

C7 FABRIC LAPS = 2 WIRES +25mm

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing must not be

used for Construction unless

signed as Approved

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.

This document may only be used by

GHD's client (and any other person who

GHD has agreed can use this document)

for the purpose for which it was prepared

and must not be used by any other

person or for any other purpose.

DO NOT SCALE


Level 4, 211 Victoria Square Adelaide SA 5000 Australia

GPO Box 2052 Adelaide SA 5001

T 61 8 8111 6600 F 61 8 8111 6699

E [email protected] W www.ghd.com

Plot Date: Cad File No:12 October 2018 - 11:45 AM G:\33\18404\CADD\Drawings\33-1776400-S006.dwg

Plotted by:

Shubh Desai

(Project Director)

Approved

Job

Manager

Project

Director

CENTENNIAL PARK

MONUMENT FOUNDATIONS

PLAN, SECTIONS AND DETAILS - STANDARD BEAM

33-1776400-S006

A

J.GOWLAND A.JOHNS

AS SHOWN

A PRELIMINARY FOR REVIEW - NOT FOR CONSTRUCTION JJG 09.11.18

0 200 800 1000mm600400


PRELIMINARY

END

OF B

EAM/

FORM

MARK

ER B

UTTO

N 1

MARK

ER B

UTTO

N 2

PLOT 1 WIDTH VARIES PLOT 2 WIDTH VARIES PLOTS CONTINUE

MARK

ER B

UTTO

N 3

FORM

DEP

THVA

RIES

CENTRELINE OFMARKER BUTTONS

TOP OF SANDY LOAM

5025

HALF PLOT WIDTH PLOT WIDTH PLOT WIDTH

AG002

01G002

FOOTING BEAM, REFERSTRUCTURAL DRAWINGS

FOOTING PIER BEYOND, REFERSTRUCTURAL DRAWINGS. NOTAPPLICABLE FOR STRIP BEAM

BASE MATERIAL, REFERSTRUCTURAL DRAWINGS

TOP LEVEL OF SANDY LOAMFOR GRASS LANDSCAPING

MARKER BUTTONS, REFERDETAIL FOR SETOUT

888A

LOCATING HOLE

FIXING LUG BEHIND

PLOT ID NUMBER

2550

FORM BOARD

MARKER BUTTON

CONCRETE BEAM(VARIES)

LOCATING SCREW

TOP OF SANDY LOAM

CAST IN FIXING

PLOT 1 WIDTH VARIES - REFER TABLE PLOT 2 WIDTH VARIES - REFER TABLE PLOTS CONTINUE

BEAM

DEP

TH V

ARIE

SRE

FER

STRU

CTUR

AL D

RAW

INGS

MARK

ER B

UTTO

N 1

MARK

ER B

UTTO

N 2

MARK

ER B

UTTO

N 3

HALF PLOT WIDTH PLOT WIDTH PLOT WIDTH

EQ EQ EQ EQ

HEADSTONE MONUMENTS

EDGE OF FORMS(INDICATIVE)

EDGE OF FOOTING BEAM

PIER BELOW (REFERSTRUCTURAL DOCUMENTS,NOT APPLICABLE TO STRIPBEAM)

EDGE OF PLOTS

CENTRELINE OFMARKER BUTTONS

ISSUE FOR REVIEW

CENTENNIAL PARK CEMETERY AUTHORITY

MONUMENT FOOTING BEAM REPLACEMENT WORKS

TYPICAL FORM SETOUT AND

MARKER BUTTON DETAILS

33-18404-G002

B

A. DOWN A. DOWN

NTS

A ISSUE FOR REVIEW AD 14.11.18

B ISSUE FOR REVIEW AD 04.07.19



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE




T 61 8 8111 6600 F 61 8 8111 6699


Plot Date: Cad File No:4 July 2019 - 3:52 PM G:\33\18404\CADD\Drawings\33-17764-G002 - 2018 SCOPE.dwg

Plotted by:

Allan Down

(Project Director)

Approved

Job

Manager

Project

Director

NOTES:DO NOT CONSTRUCT FROM "FORAPPROVAL ISSUE" DRAWINGS

TYPICAL FORM LAYOUT - ELEVATIONSCALE 1:10

0 100 400 500mm300200


DETAIL01G002 ?SCALE 1 : 2

DETAIL02G002 ?SCALE 1 : 2

SECTIONAG002 ?SCALE 1 : 10

THE CONTRACTOR IS TO BE ADVISED OF THE FOLLOWING.

1. MARKER BUTTONS ARE REQUIRED TO DEMARCATE THE LOCATIONS OF EACH PLOT ALONGEACH MONUMENT BEAM.

2. MARKER BUTTONS ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.

3. EACH MARKER BUTTON IS REQUIRED TO BE FINISHED FLUSH WITH THE FACE OF THE BEAM.ENSURE MINIMUM COVER REQUIREMENTS NOTED ON THE STRUCTURAL DRAWINGS AREMAINTAINED.

4. EACH MARKER BUTTON CONSISTS OF A 6mm SOLID BRASS CYLINDER 31mm DIAMETER.EACH BUTTON HAS A LOCATING HOLE AT THE TOP OF THE BUTTON USED TO SECURE EACHBUTTON TO THE FORM AND A FIXING LUG LOCATED CENTRALLY AT THE BACK OF THEBUTTON TO SECURE THE BUTTON INTO THE FOOTING BEAM.

5. NOTE PROJECT SPECIFIC FORMS ARE REQUIRED FOR THESE WORKS. EACH FORM IS TO BECONSTRUCTED TO ALLOW PRECISE SETOUT OF THE MARKER BUTTONS ALONG EACHMONUMENT BEAM. THE SETOUT VARIES DEPENDANT ON BEAM TYPE BEING INSTALLED.REFER TO SPECIFIC BEAM TYPES FOR DETAILS, TABLE ON THIS DRAWING SHALL ASSISTHOWEVER THE CONTRACTOR MUST CHECK ON SITE AS TO THE EXISTING CONDITIONS ANDVERIFY SETOUTS WITH CENTENNIAL PARK GROUNDS MANAGER PRIOR TO DEMOLITIONWORKS.

6. MARKER BUTTONS ARE TO BE POSITIONED 25mm TO THE CENTRELINE BELOW TOP OFFOOTING BEAM. TOP SOIL TO BE PROVIDED TO 50mm BELOW MARKER BUTTONS, REFERDETAIL.

7. MARKER BUTTONS MUST BE INSTALLED DURING POUR AND ARE NOT TO BE INSTALLEDAFTER FOOTING BEAMS ARE POURED.

CENTENNIAL PARK, MONUMENT BEAM REPLACEMENT - MARKER BUTTON NOTES

PLOT WIDTH PER BEAM cos

BEAM TYPE TYP PLOT WIDTH

LAWN BEAM 975 OR 1220mm

STANDARD BEAM 975 OR 1220mm

CHILDRENS BEAM 600mm

GRANDER BEAM 1220mm

JEWISH BEAM 975mm

STRIP BEAM NOTES A & B

TYPICAL MARKER BUTTON IMAGES

FACE SIDE REAR

TYPICAL PLOT LAYOUT - PART PLANSCALE 1:10

0


4020 80 100mm60

NOTES:A. STRIP BEAM MAY BE USED AS A REPLACEMENT FOR

LAWN/STANDARD/CHILDRENS OR JEWISH BEAMS.TYPICAL PLOT WIDTH TO CORRESPOND TOREPLACEMENT BEAM TYPE.

B. STRIP BEAM TO BE USED IN AREAS WHERE NO FURTHEREXCAVATION FOR BURIAL PLOTS IS TO OCCUR.CENTENNIAL PARK TO ADVISE WHERE THESE BEAMSARE TO BE USED.

GORDON BROWN DRIVE W

EST

GENERAL ACGENERAL ADGENERAL AE

MUSLIM 1

GENERAL AF

CATHOLIC H

CATHOLIC K

GENERAL J ORTHODOX B

ST GEORGEORTHODOX

ORTHODOX C

LAWN 3

CATHOLIC J GENERALVAULTS

GENERAL AB GENERAL AB GENERAL AA GENERAL

ACACIA

CATHOLIC

GENERAL AGENERAL BGENERAL CGENERAL DGENERAL DGENERAL E

GENERAL FLUTHERAN

LUTHERAN LAWNLAWN 1

LAW

N 1 C

OUCH

OLIVE TERRACEOLIVEVIEWSORTHODOX

JEWISH

LIBERALJEWISHORTHODOX

JEWISHLAWN 2COUCH

MUSLIM 2GENERAL HBAHAI

GENERALG

CATHOLICG

CATHOLIC ECATHOLIC D

CATHOLIC C CATHOLIC B CATHOLIC A CHILDREN BCOMMONWEALTH

WAR GRAVES

CHILDREN 2

COMMONWEALTHWAR GRAVES

CENTRALMEMORIAL

ACACIA ADRUSESACACIA BACACIA CACACIA DORTHODOX(AG GENERAL)

ACACIA E

DERRICKGARDEN

DERRICKGARDEN

MAIN DRIVE MAIN DRIVE

NORTH DRIVENORTH DRIVE

SOUTH DRIVE

GORDON BROWN DRIVE WEST

SOUTH DRIVE

GORDON BROWN DRIVE EAST

MORGAN LANE

DIAGONAL DRIVE

DIAGONAL DRIVE

MELLOR DRIVE

CONTEMPLATION AVENUE

CHAPELS LANE

CENTRAL AVENUE

HEATH DRIVE

HENRY DUNKS DRIVE

HEATH DRIVE

HEAT

H DR

IVE

VOIGHT DRIVE

McKILLOP DRIVE

VOIGHT DRIVE

DERRICK PARADE

CENTRAL AVENUE

MAIN DRIVE

NORTH DRIVE

POPE ROAD

ALLUM ROAD

GORDON BROWN DRIVE WEST

VOIGHT DRIVE

ROSE WAY

JUBILEE CIRCUIT

OPERATIONSCOMPLEX

CHAPELSCOMPLEX

ADMINISTRATION

ISSUE FOR REVIEW



LOCALITY PLAN, DRAWING LIST AND

PILOT AREA SITE PLAN

33-18404-G001

B

A. DOWN A. DOWN

NTS

A ISSUE FOR REVIEW AD 14.11.18

B ISSUE FOR REVIEW AD 04.07.19



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE




T 61 8 8111 6600 F 61 8 8111 6699


Plot Date: Cad File No:4 July 2019 - 3:51 PM G:\33\18404\CADD\Drawings\33-17764-G001 - 2018 SCOPE.dwg

Plotted by:

Allan Down

(Project Director)

Approved

Job

Manager

Project

Director



DRAWING No DRAWING TITLE

GENERAL

33-18404-G001 LOCALITY PLAN, DRAWING LIST & PILOT AREA SITE PLAN

33-18404-G002 TYPICAL FORM SETOUT AND MARKER BUTTON DETAILS

STRUCTRAL

33-17764-00-S001 PLAN SECTIONS AND DETAILS - LAWN BEAM

33-17764-00-S002 PLAN SECTIONS AND DETAILS - STANDARD BEAM

33-17764-00-S003 PLAN SECTIONS AND DETAILS - CHILDRENS BEAM

33-17764-00-S004 PLAN SECTIONS AND DETAILS - GRANDER BEAM

33-17764-00-S005 PLAN SECTIONS AND DETAILS - JEWISH BEAM

33-17764-00-S006 PLAN SECTIONS AND DETAILS - STRIP BEAM

N

DRAWING LIST

GOOD

WOO

D RO

AD

ADELAIDE TERRACE

NOTES:DO NOT CONSTRUCT FROM "FOR APPROVAL ISSUE" DRAWINGS

SITE - CENTENNIAL PARK CEMETERYNTS

CONTRACTOR TO PROVIDE THE FOLLOWING (INCLUDING BUT NOT LIMITED TOCOMPLETE THE WORKS, REFER DRAWINGS, TENDER DOCUMENTS ANDSPECIFICATION FOR FURTHER DETAILS AND SCOPE)

1. PROVIDE AN EXCLUSION ZONE AROUND THE WORKS AREA.a. WHOLE OF WORKS AREA EXCLUSION

b. ALLOW TO PROVIDE ESCORTED ACCESS WITHIN THE WORKS AREA FORCENTENNIAL PARK STAFF AND NOMINATED VISITORS DURINGCONSTRUCTION.

2. REVIEW AND CONFIRM ACCURACY OF SURVEY PROVIDED BY OTHERS TOLOCATE POSITION OF EXISTING HEADSTONES AND FOOTINGS BEAMS FORREINSTATEMENT IN EXACT EXISTING LOCATIONS, ALSO LOCATION OF ANYSIGNIFICANT EXISTING FEATURES WITHIN WORKS AREA.

3. COORDINATE WITH CENTENNIAL PARK AND NOMINATED STONE MASON FORREMOVAL OF EXISTING HEADSTONES AND MONUMENTS.

4. COORDINATE WITH CENTENNIAL PARK FOR STORAGE OF EXISTINGMONUMENTS AND HEADSTONES AT LOCATION NOMINATED BY CENTENNIALPARK.

5. PROVIDE ALL NECESSARY MANAGEMENT PLANS PRIOR TO COMMENCEMENTOF SITE WORKS, REFER SPECIFICATION & PRELIMINARIES FOR DETAILS, BUTALLOW TO INCLUDE AS A MINIMUM:

5.a. ENVIRONMENTAL MANAGEMENT PLAN5.b. HAZARDOUS SUBSTANCES MANAGEMENT PLAN (NOTING MANAGEMENT

OF AREAS SUBJECT TO HUMAN REMAINS)5.c. OHS&W MANAGEMENT PLAN5.d. QUALITY PLAN5.e. DEMOLITION SEQUENCE PLAN

6. CAREFULLY DEMOLISH EXISTING BEAMS INCLUDING FOOTING AND REMOVEFROM SITE, DISPOSE OF OFFSITE.

6.a. EXISTING BEAMS INCLUDE CONCRETE STRIP FOOTINGS AND STEELREINFORCEMENT, CONTRACTOR TO ALLOW FOR DEMOLITION ANDREMOVAL OFF SITE OF CONCRETE AND REINFORCEMENT. EXISTINGFOOTINGS TYPICALLY 600mm WIDE AND 300mm DEEP. CONFIRM SIZE,DEPTH AND EXTENT OF EXISTING FOOTING BEAMS IN EACH WORKS AREAPRIOR TO COMMENCEMENT OF EACH STAGE.

7. PROVIDE NEW BEAMS INCLUDING FOOTINGS AS DOCUMENTED TO AREANOMINATED BY THE PRINCIPAL FOR EACH STAGE. TYPE OF FOOTING BEAMDEPENDANT ON AREA. REFER DRAWINGS FOR DETAILS, PLAN ON G001IDENTIFIES VARIOUS AREAS THROUGHOUT CEMETERY.

a. HIGH SIDE TO THE TOP OF NEW BEAMS TO BE SET UP 250MM ABOVEHEIGHT OF WATER TABLE.

b. PROVIDE AS A MINIMUM, 100MM COMPACTED RUBBLE BASE TO NEWFOOTINGS.

c. MARKER BUTTON NUMBERS TO BE INSTALLED INTO FORMWORK. SOLIDBRASS NUMBERS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.

d. FOOTING FORMWORK TO BE SUPPLIED BY CENTENNIAL PARK.

7. COORDINATE WITH CENTENNIAL PARK FOR BACKFILL AND LANDSCAPING TOWORKS AREA, CENTENNIAL PARK TO SUPPLY AND INSTALL TOP SOIL (SUBJECTTO CONFIRMATION OF OPTIONAL WORKS ITEMS DURING TENDER) AND GRASSLANDSCAPING. CONTRACTOR TO LEVEL AND PREPARE WHOLE OF SITE WORKSAREA READY FOR CENTENNIAL PARK STAFF TO COMPLETE TOP SOIL (SUBJECTTO CONFIRMATION OF OPTIONAL WORKS ITEMS DURING TENDER) ANDGRASS. AREA INCLUDES OVER EXISTING PLOTS AND IS NOT LIMITED TO BEAMSAREA DISTURBED BY NEW FOOTING BEAM WORKS.

8. PROVIDE 'AS INSTALLED' DRAWING SHOWING LOCATION AND TYPE OFFOOTING BEAMS INCLUDING DIMENSIONED LOCATION OF CENTRELINE ANDSIZE OF PIERS.

9. PROVIDE COSTS PER SPECIFIED LENGTHS NOMINATED WITHIN THE TENDERSCHEDULES FOR EACH TYPE OF REPLACEMENT BEAM. BEAM TYPES AS BELOW:

a. STANDARD BEAM

b. CHILDRENS BEAM

c. LAWN BEAM

d. GRANDER BEAM

e. JEWISH BEAM

f. STRIP BEAM

10. ALLOW TO PROVIDE ALL ANCILLARY AND OBVIOUS WORKS NECESSARY TOCOMPLETE THE SCOPE ABOVE AND AS NOMINATED IN TENDER DOCUMENTS,DRAWINGS AND SPECIFICATIONS.

NOTES:i. COORDINATE ALL ACTIVE WORKS (WEEKLY) WITH CENTENNIAL PARK STAFF TO ALLOW

FOR BURIAL SERVICES IN OR WITHIN CLOSE PROXIMITY OF THE WORKS AREA.

ii. MAXIMUM WORK TIME WITHIN 1 WORKS AREA TO BE 4 WEEKS. PLAN ROLLINGEXCLUSION ZONES TO FIT WITHIN THIS PERIOD.

iii. ALLOW IN TENDER PRICE 2 WEEKS FOR STOPPAGES DUE TO BURIAL SERVICES IN ORWITHIN CLOSE PROXIMITY OF THE WORKS AREA.

iv. ALL NOISE CREATING ACTIVITIES SHALL BE UNDERTAKEN AT TIMES COORDINATED WITHCENTENNIAL PARK STAFF AND MUST BE UNDERTAKEN AT TIMES TO NOT IMPACT ONBURIAL SERVICES OR MAJOR EVENTS WITHIN THE FACILITY. ALL NOISE CREATINGACTIVITIES TO FURTHER COMPLY WITH EPA GUIDELINES.

v. CONTRACTOR RESPONSIBLE TO MAINTAIN SAFETY TO SITE AT ALL TIMES DURINGCONSTRUCTION UNTIL HANDOVER.

INDICATIVE LOCATION OF EXISTING BEAMS WITHIN CEMETERY. VERIFY ON SITE AND AGAINST SURVEY PROVIDED.

(NOT ALL INCLUDED WITHIN SCOPE.) SCOPE AREA TO BE DETERMINED BY THE PRINCIPAL PRIOR TO STAGING OF WORKS

SCOPE OF WORKS NOTES - CENTENNIAL PARK, MONUMENT BEAM REPLACEMENT


20100 40 50m30

TO BE READ IN CONJUNCTION WITH TENDER DRAWINGS, SPECIFICATIONS AND TENDER/CONTRACT CONDITIONS.

replacement of monument footings (concrete beams) tender … · 2019-10-22 · centennial park is...

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