SYDNEY GRAMMAR SCHOOL, WEIGALL SPORTS COMPLEX

CONSTRUCTION MANAGEMENT PLAN

SYDNEY GRAMMAR SCHOOL, WEIGALL SPORTS COMPLEX

DOCUMENT TITLE CONSTRUCTION MANAGEMENT PLAN DOCUMENT CREATED 06 JULY 2020 PROJECT SYDNEY GRAMMAR SCHOOL, WEIGALL SPORTS COMPLEX DATE OF THIS REVISION 09 SEPTEMBER 2020

REVISION B PAGE 2 of 28


VERSION CONTROL

Rev. No. Purpose Authored by Reviewed by Issue Date

A Preliminary Plan Joseph Elias Caroline Crook 06 Jul 2020

B Final Plan Joseph Elias Caroline Crook 09 Sep 2020

APPROVAL FOR ISSUE

Caroline Crook 09 Jul 2020

This report is supplied for the sole and specific purpose for use by ADCO’s client. The report does not account for any changes

relating the subject matter of the report, or any legislative or regulatory changes that have occurred since the report was

produced and that may affect the report. ADCO does not accept any responsibility or liability for loss whatsoever to any third

party caused by, related to or arising out of any use or reliance on the report.




CONTENTS

VERSION CONTROL ......................................................................................................................................................... 2

APPROVAL FOR ISSUE ..................................................................................................................................................... 2

Contents .......................................................................................................................................................................... 3

INTRODUCTION ............................................................................................................................................................... 4

DESCRIPTION OF THE WORKS ......................................................................................................................................... 5

CONSTRUCTION OVERVIEW AND STAGING .................................................................................................................... 9

CONSTRUCTION MANAGEMENT ................................................................................................................................... 13

Appendix A – Preliminary Site Management and Staging Plans

Appendix B - Traffic Impact Assessment

Appendix C - Hazardous Materials Survey

Appendix D – Remediation Action Plan

Appendix E - Geotechnical Investigation

Appendix F – Noise Impact Assessment

Appendix G - Aboriginal Cultural Heritage Assessment




INTRODUCTION

DEFINITIONS

Building 1– Sports facilities building

Building 2 – Car park

Stage 1 – Construction of Building 1

Stage 2 – Construction of Building 2

BACKGROUND

Sydney Grammar School (SGS) was established in 1854 in Sydney as an independent school for

boys. Founded by an Act of Parliament by Sir Henry Parkes, it is one of the oldest schools in

Australia.

The School has three campuses - two preparatory Schools located at Edgecliff and St Ives catering

for students from kindergarten to year 6 and the senior School for boys from year 7 to 12 located at

the founding College Street site in Sydney.

The School’s population at St Ives, Edgecliff and College Street are respectively around 400, 300

and 1,150 pupils. The Weigall Sports Ground was first purchased by Sydney Grammar School in

1907 using money raised by its alumni association.

Named after former Headmaster Albert Bythesea Weigall, the grounds have been enjoyed by

pupils for more than 110 years, providing recreational facilities to complement their academic and

performance education.

PURPOSE

The purpose of this Preliminary Construction Management Plan to provide an overview of the Weigall

Sports Complex Project at Sydney Grammar School and the intended Construction Methodology

including the project staging.

This document is to be read in conjunction with the following supporting documentation:

- Traffic Management Assessment by ptc, dated September 2020

- Hazardous Materials Survey by JBS&G dated 11 August 2020

- Remediation Action Plan by JBS&G dated 22 September 2020

- Geotechnical Investigation by Douglas Partners, dated March 2020

- Noise Impact Assessment by White Noise Acoustics, dated 12 September 2020




- Aboriginal Cultural Heritage Assessment by Eco Logical Australia, dated 10 September

2020

In developing this Preliminary Construction Management plan The Contractor confirms its

commitment to ensuring a safe work site for Sydney Grammar School’s employees,

students, Contractors, suppliers, subcontractors, visitors, pedestrians and the travelling

public.

DESCRIPTION OF THE WORKS

1. Demolition of the following existing structures and buildings (which are not heritage significant) at

the southern edge of the SGS Weigall Sports Ground:

(a) Multipurpose/tennis courts and associated fencing;

(b) Barry Pavilion;

(c) The existing cricket nets off Alma Street; and

(d) Paved car park near Neild Avenue.

2. Construction of the SGS Weigall Sports Complex comprising the following:

(a) Building 1 - Sports facilities building accommodating the following facilities:

(i) Ground floor: Main pool, programme pool, terrace/assembly facing Weigall, entry foyer,

offices, change rooms, back of house, services and external car parking (5 spaces) and

loading

(ii) Mezzanine floor: spectator terrace and services

(iii) First floor: Multipurpose sports hall 01 – basketball and volleyball, Multipurpose sports hall 02

–cardio, weights, taekwondo, fencing, PDHPE, change rooms, storage and services

(iv) Level 2: Multipurpose room 04; Multipurpose sports hall 03 –cardio, weights, taekwondo,

fencing, PDHPE, storage and services

(v) Driveway entry from Neild Avenue (comprising relocation of the existing driveway

southwards with existing driveway potential retained for maintenance access)

(b) Building 2 – Car park comprising an ancillary car park of one/two split levels accommodating 93

spaces with an additional 4 spaces on grade, accessed from an existing entry from Alma Street

(located on the existing cricket nets site). The lower ground level includes the flexibility to be

used as an extension of the existing playing fields

(c) Parking for a total of 102 cars comprising:

(i) Building 1: 5 spaces

(ii) Building 2: 97 car spaces (93 within the building and four at grade)

(d) Landscaping of the site including tree removal/retention/replacement, paths, fencing and lighting

(e) Building identification signage




(f) New kiosk substation.

3. Use of the completed building as an educational establishment with external/community use of the

proposed facilities that coordinates with the programming of the SGS.

The proposal does not include any of the following:

• General learning areas (GLA)

• An increase in the existing student or staff population.




Overview

The key characteristics are summarised below:

Location

The State Significant Development Application (SSDA) site is part of the Weigall Playing Fields

located on Neild Avenue at Rushcutters Bay.

Weigall is bordered by (see Figure 1):

• Neild Avenue to the west (Neild Avenue is classified as a collector road and also forms part

of the State Road MR625 managed by Roads and Maritime Services)

• State Rail land and the Eastern Suburbs Railway viaduct to the north

• White City (Hakoah Club and Maccabi Tennis Club), SGS Edgecliff Preparatory School,

Vialoux Avenue, Alma Street and residential development to the south

• Residential development to the south and north‐east




PROJECT OBJECTIVES

1. Masterplan: A masterplan will provide context for the Weigall Sports Complex and utilisation

of the wider site.

2. The Whole Child: Weigall Sports Complex would provide facilities to support Sydney

Grammar School’s belief that sport and exercise are essential to the healthy development of

young people in conjunction with their broader academic and co-curricular education.

3. Consolidation of Facilities: Sydney Grammar School’s sporting facilities are currently spread

across Sydney. The Weigall Sports Complex would help consolidate locations to improve

child protection, supervision and transport.

4. Minimal impact, maximum benefit: Weigall Sports Complex is to be designed and operated

to minimise impacts on stakeholders and maximise community benefits.

5. An exemplar building: Weigall Sports Complex is to be an exemplar building of the highest

architectural standards that is sympathetic to the landscape of the site and local community.




CONSTRUCTION OVERVIEW AND STAGING

The project is described in two Stages:

• Building 1– Sports facilities building

• Building 2 – Car park

Note that the Stages may be constructed concurrently, or in reverse sequence. The timing of the

buildings will depend upon the SGS Preparatory School timetable especially in relation to the

Building 2 as the works for the carpark will commence over the December-January school holidays

to minimise impact to interface to the Prep School use of the fields.

An adjacent project will be undertaken on the Hakoah Club and there is little likelihood these works

will cross over with the two Buildings given the staged approach.




BUILDING 1 – SPORTS FACILITIES BUILDING

The works will commence once the SSDA and Construction Certificate have been obtained. The

sequence of activities for this first stage will be as follows:

Site Establishment Establish the site perimeter fence, install access gates

creating a secure site. Install shade banners and legislative

signage. Install sediment controls. Install temporary site office

and facilities.

Early Works Relocation of services including sewer and stormwater,

installation of electricity substation.

Survey and protection of trees.

Bulk Excavation,

Site Remediation,

Detailed Excavation

and In-Ground

Services

Bulk excavation will commence soon after the site has been

established. A large portion of the excavation is for the construction of

in-ground pool. The Remediation Action Plan will be implemented

during this phase. Detailed excavation will commence with in-ground

services soon after the bulk excavation is completed.

A thorough inspection process will be undertaken to ensure all in-

ground services are correctly installed, inspected and protected

throughout the construction process.

Foundations and

Footing

The Contractor will work closely with the Structural Engineer and Trade

Partners to ensure that the foundation and footings structures are as

efficient as possible.

A piling platform will be constructed in consultation with the piling

contractor and Geotechnical Engineer for the rigs to operate in a stable

and safe manner.

Structural Frame

and Façade

The structural concept involves elements which are mostly concrete

reinforced structure, concrete columns for vertical support and steel

framing for roof elements.

The falsework and beam soffits will be delivered loaded directly to the

work area by mobile crane or telehandler. Beam / set down and

reinforcement will be positioned and tied prior to the post tensioning

strand and anchors are installed.

Mobile concrete pump and placing booms will deliver concrete to the

decks from predetermined locations which minimises impact to the rest

of the operational site.




Edge protection for the structure will be provided by a perimeter

scaffold. This will also facilitate the installation of the façade upon

completion of structure.

Internal Set-out To mitigate against services clashes and delays through poor stacking

once the slab soffit has been cleared, the wall set out, room labelling,

and main service runs will be set out on the soffit of the slab above.

Wall and Ceiling

Framing

Wall and ceiling framing will be installed with a single side of

plasterboard readying the area for the services rough-in. Focus on

frame design including wall stiffening for doors and openings to ensure

long term resilience and flexibility.

During this phase the fire and smoke zones will be installed and

inspected. Details will be recorded with Inspection and test plans

couple with consultant inspections and photographic evidence.

Services Rough-in

and Second Fix

Second fix services rough in will be undertaken once the wall

framing & single sided wall linings have been installed. Wall

reinforcing with backing boards, noggings and the like will also

be installed at this time.

A detailed QA inspection and signoff process will be undertaken

to ensure that all service requirements and supports are

installed as specified per wall per room.

Wall and Ceiling

Linings

Wall and ceiling sheeting will be installed, which will also be set

and sanded in preparation of painting and the final services fit

off.

A detailed QA inspection and signoff process will be undertaken

to ensure that all service requirements and supports are

installed as specified per room prior to the ceiling closed in or

tiled out.

Floor finishes Specific care is to be taken to level structural slabs for the floors

to accept the final finish. Toppings and prep floor to required

tolerance to accept the specifies floor finish. Prior to the

installation of floor finishes the slabs and topping will be sealed

to create an impervious barrier.

Protective sheeting will be installed over applied finishes for

protection during the final painting and services fit off.




Joinery Installation

and Fixed FF&E

Doors, hardware, fixed joinery and fixed FFE will be installed,

with protection to exposed surfaces where required.

Commissioning Testing and commissioning of all services, including the new

pools will progressively take place during the fit out.

External

Landscaping

All hard and soft landscaping including fencing, retaining walls,

handrails, playing courts etc will then be completed.

Final Clean Removal of all protection boards and films then sparkle clean all

surfaces.

BUILDING 2 – CAR PARK

The sequence of activities for the second stage will be as follows:

Establishment Establish the site perimeter fence, install access gates

creating a secure site. Install shade banners and legislative

signage. Install sediment controls.

Bulk Civil Undertake topsoil strip with site remediation then bulk cut to

fill works to the underside formation level of the building and

surrounding surfaces. Undertake geotechnical investigations

and remediation works to make suitable the ground conditions

for future building works. The Remediation Action Plan will be

implemented during this phase.

Detailed Excavation,

Services and

Foundations

Undertake the detailed excavation, foundations, trenching and

installation of external services into the site.

Structural Frame The falsework and beam soffits will be delivered loaded directly to the

work area telehandler. Reinforcement will be positioned and tied prior

to the post tensioning strand and anchors are installed.

Mobile concrete pump and placing booms will deliver concrete to the

decks from predetermined locations which minimises impact to the rest

of the operational site.

Edge protection for the structure will be provided by a perimeter

scaffold. This will also facilitate the installation of the façade upon

completion of structure.




Services, Fit out and

Commissioning

Services and fit-out will be undertaken once the car park

structure is stripped. Once complete, the car park will be

commissioned, tested and handed over.

The preliminary staging and site management plans have been included in Appendix A.

CONSTRUCTION MANAGEMENT

The Contractor will coordinate with Jattca Property Solutions, Sydney Grammar School, the

principal consultants and Trade Partners working on project as well as with designated

school staff and stakeholders.

The Contractor will ensure suitable and safe access, including any applicable social distancing

precautions, is maintained at all times around the site for SGS staff, students, and visitors by

the Contractor, including but not limited to the preparation of, and consultation regarding, the

maintenance of an access plan that will incorporate:

• Temporary signage around the site;

• Temporary pedestrian crossings, particularly where the works mean that pedestrians should

not be moving immediately adjacent the site, even for school events / activities;

• Temporary paths and ramps;

• Hoardings and protective screens; and

• Temporary lighting.

HOURS OF WORK

Hours of work permissible by Woollahra Municipal Council will be followed over the course of the

project:

• General Site Works: Monday to Friday 7.00am to 6.00pm,

• Blasting: Monday to Friday 9.00am to 5.00pm

• Saturday 9.00am to 1.00pm.

The above working hours are preliminary and subject to the working hours granted under the

development approval process. No works to be undertaken on Sundays and Public Holidays.

SITE SECURITY

The Contractor will secure the boundaries of the site for the duration of works. The site area will be

fenced off using Class A plywood hoardings, 2100mm in height. All temporary structures will be

robustly designed and signed off by a certified structural engineer, will be inspected daily with




ongoing maintenance for the duration of the project. Branded shade cloth will be placed on the

hoarding to present a clean and well managed site.

Fabricated steel gates will create openings into the site, will be separated from the worker entrance

door and will be secured by a digital dead latch so as to control access. Statutory, designation and

way-finding signage will be installed on each entry point into the project warning staff, visitors and

the general public that an area which is hoarded off is a construction site.

All access points allowing entry to the construction site will be locked at all times with the exception

of the main entry gate to the site which will be manned for security and remain open during normal

working hours.

ACCESS FOR CONSTRUCTION PERSONNEL

Access by the Contractor, subcontractors, suppliers, and workers to the project site will be via two

entrances, one off Neild Avenue and one off Vialoux Avenue. The main works will be in Two

phases to ensure the operation of the School:

• Building 1 for the Sports facilities building; and

• Building 2 for the new Car park.

All construction personnel will be advised of the requirements of access as part of the site

inductions prior to commencing work on site. General circulation from the Contractor’s site

establishment area and the site will be in accordance with the site establishment plan.

SITE AMENITIES

The preliminary resource analysis to achieve the programme identifies a peak construction

workforce of 80 workers and average of 50 workers. The number of workers on site equates to 155

FTEs across the life of the project in accordance with the QS Estimate by WT Partnership. In

addition to providing site accommodation for the construction workers, The Contractor will provide

a compliant office space for The Client and its agents to work from site. The preliminary strategy for

accommodating the workforce utilises double-stacked site sheds, with entrance off Neild Avenue.




ACCESS FOR SGS AND VISITORS

Access for SGS Staff and students to the operational part of the site will be maintained however

alterations will be made to suit the staging and sequence of the construction activities in the Main

Works (need to define). The final access arrangement will be agreed with the Contractor prior to

the commencement of the main works.

The Contractor will be responsible for the implementation and management of access plans

required for the main works. All plans will need to be approved by Jattca and SGS prior to the

implementation.

SGS staff will not be able to access the construction works unless prior arrangements have been

made with Jattca and the Contractor. If access is granted for SGS, the staff members must be

accompanied by a representative of Jattca and the Contractor.

It is also recommended that staff wishing to gain access to the construction site during

construction, undertake the Building Industry Induction Course and obtain a white card.

Refer to the Preliminary Site Management Plan for details of pedestrian circulation pathways. The

Contractor shall ensure suitable and safe access is always maintained around the site for SGS

staff, students, visitors and general public. The Contractor will consult with Jattca and SGS and

develop access plans that will be incorporated within the Contractor’s Site Management Plan. The

plans will include:

• Temporary Signage around the site




• Temporary pedestrian crossings and access points

• Temporary paths and ramps

• Hoardings and site fencing

ACCESS FOR SGS to WEIGALL FIELDS

Controlled access gates, which will be supervised and managed by Traffic Controllers, will be

installed to allow access onto Weigall Fields.

DESIGNATED CONSTRUCTION ROUTES

Deliveries to the site will be carried out in accordance with the work hours as approved by the

development consent approvals and the Preliminary Construction Traffic Management Plan

included in Appendix B. The CTMP will also be developed in consultation with Jattca and SGS

which will reduce potential impact to the surrounding road infrastructure

All suppliers and subcontractors will be issued with the CTMP with directional maps to be issued to

all delivery drivers prior to dispatch. Traffic Controllers will be on hand for major operations e.g.

concrete pours and large deliveries such as structural steel.

The general principals of the traffic management strategy are:

• All vehicles will enter and leave site in a forward direction;

• All vehicles will be accepted directly into the site with no vehicles staging on the public

roadways;

• Deliveries will be restricted from the school peak drop off and pick up times, ie no movements

between 8:00am to 9:30am and 2:30pm to 4:00pm on school days;




• Vehicles will be restricted to Medium Rigid.

During the Building 1 works, vehicles will primarily approach the site from Vialoux Avenue and turn

left into the site through Gate 1. Once the vehicles are unloaded, via the proposed Tower Crane, the

vehicles will proceed to exit onto Neild Avenue through Gate 2.

An entrance point into the site will be made available off Neild Avenue, through Gate 3. This will be

limited to larger deliveries that can not be facilitated by MR vehicles, such as larger concrete pours

or large structural steel deliveries.

During Building 2 works all vehicles will approach the site from Vialoux Avenue, turn right onto the

site and depart onto Alma St.




The primary access routes will be stabilised with crushed rock, a rumble grid and suitable sediment

controls so to minimise off-site tracking of materials. Each gate will be equipped with a rock-check

and wheel-wash station to further improve our impacts on the external road network.

ACCESS FOR EMERGENCY VEHICLES AND PERSONNEL

Construction will not affect the access for emergency vehicles and personnel during the course of

the project, however in the event of a particular construction activity the works do affect the access

path the Contractor will ensure suitable access is always maintained for emergency vehicles and

the general public on and off the site.




MATERIALS HANDLING

Several crane solutions have been considered to service the project including various tower crane

configurations and mobile crane arrangements. The most efficient being a tower crane.

Considering the set-up zones and the building sizes we would utilise the following cranes:

• Franna and All-Terrain Mobile Cranes – for initial site set up and plant unloading.

Pick & Carry Franna Crane 35t All Terrain Mobile Crane 55t All Terrain Mobile Crane

• Tower Crane – formwork, falsework,

reinforcement deliveries, plant, and

facade deliveries to the upper levels of the

Weigall Sports Complex




The Contractor will, in consultation with the Geotechnical Engineer, ensure set up location ground

conditions are suitable or appropriately engineered and prepared. Will the tower crane move over

the adjoining buildings and are we required to obtain permission from the neighbours?

Materials handling throughout the construction zone will

be benefited by using an all-terrain telehandler to assist

unloading trucks and shuttling material around site.

Fitted with rotating forks, they will predominantly move

palletised goods around site; to the loading platforms,

and empty small rubbish bins into the larger waste bins

for removal of site.

The Weigall 3 field will periodically be used as a staging area for larger crane lifts.

HOT WORKS

The Contractor will comply with the provisions of the Safework NSW Guidelines for Controlling Hot

Work on Construction Site. Contractors will carry out hot works in accordance with applicable

building industry standards and codes of practice.

TREES

Existing trees will be tagged and identified in coordinated with the Arborist Report. Those classified

to remain will have tree protection zones established using temporary fencing panels and signage.

NO SMOKING POLICY

Sydney Grammar School’s Policy prevents smoking on school premises, including school

buildings, gardens, sports fields and car parks. This includes students, employees, visitors and

other people who use school premises, including community groups. Contractors will comply with

this Policy and ensure there is no smoking on site including site offices and subcontractor facilities.

ADJOINING PROPERTIES

The Contractor shall undertake a dilapidation inspection and prepare reports on adjoining

properties, including roads and surrounding landscaping that may be affected by the works. A copy

of the report is to be issued to The Client




The Contractor shall inform all construction personnel that the adjoining spaces to the

redevelopment will remain operational during the course of the project, and that all construction

personnel must behave in an acceptable manner that does not disrupt the daily operations of SGS.

SOIL EROSION AND SEDIMENTATION The Contractor will be required to submit an erosion and sedimentation control plan prior to

commencement of works. The control plan will address the risk of sediment and pollutants from the

site entering the stormwater drainage system in the local government area.

HAZARDOUS MATERIAL REMOVAL

The removal of Hazardous Material from buildings and structures is undertaken prior to the

demolition of the Stage 1 works (Weigall Sports Complex) and during civil works in Stage 2 (WSC

Carpark). Hazmat will be treated in accordance with the Appendix C – Preliminary Site

Contamination and all other statutory requirements.

PARKING

Contractors and Trade Partner personnel will not be permitted to park vehicles in the school

carpark or any other area of the school grounds. All Trade Partners will keep the neighbouring

streets clear to allow the school and other road users unobstructed access in and out of the area.

The Contractor will ensure all persons inducted on the project are advised of the traffic and parking

policy for the project.




Appendix A – Preliminary Site Management and Staging Plans

A3200

2

A3200

2

A3200

1

A3200

1

A3201

4

A3201

4

NEI

LD A

VEN

UE

VIA

LOU

X A

VE

NU

E

3

1:14

A3100

1

A3101

1

A3101

2

A3100

2

DN

2

1

ExRL 8.976

RL 6.200

T129

T126

T125

T128

T127

J

T119

K

T122

T120

D

EF

HG

T30

T29

T28

T27 T117

T118

T31

T33

T32

T34

T35

T38

T39

T40

T42

T43

T24

T23

T22

T116

T115

T13

EXTERNALENTRY FOYER

T30BT30C

T30E

Not specified

A3201

3

A3201

3

ExRL 8.375

4

5

6

7

8

9

10

UP

RL 4.750

FOYER

LEARN TO SWIM POOL

20 x 10.2m1.2m DEEP

MAIN POOL25 x 33m2m DEEP

1413 m²

AQUATIC HALL 01

461 m²

AQUATIC HALL 02

RL 2.750

RL 4.750

RL 3.550

RL 6.900

CARPARK

34 m

²

WE

T C

HA

NG

E

34 m

²

WE

T C

HA

NG

E

34 m

²

WE

T C

HA

NG

E

34 m

²

WE

T C

HA

NG

E

RL 5.600

RL 6.200

50 m²

STORAGE

9 m²

OFFICE

8 m²

OFFICE

23 m²

STORAGE

RECEPTION

9 m²

OFFICE

12 m²

REFUSE

A

B

C

D

E

F

G

H

7 m

²

WC

25 m²

BOH / WC

8025

8025

8025

8025

5400

5400

5400

1000

7900

7900

7900

7900

7900

7900

7900

1000

RL 4.750

LIN

E O

F B

UIL

DIN

G O

VE

R

J

1:14

1:20

1:20

TERRACE / ASSEMBLY

TBC

TBC

TBC

LIN

E O

F B

UIL

DIN

G O

VE

R

LIN

E O

F B

UIL

DIN

G O

VE

R

SU

B

N

Key Client Architect Project Drawing Title Scale Drawing No. IssueRevisions

Do not scale drawings. Use figured dimensions only. Check & verify levels and dimensions on site prior to the commencement of any work, the preparation of shop drawings or the fabrication of components. This drawing is the copyright of Allen Jack + Cottier Architects and is protected under the Copyright Act 1968. Do not alter, reproduce or transmit in any form, or by any means without the express permission of Allen Jack + Cottier Architects. Nominated Architects: Michael Heenan 5264, Peter Ireland 6661

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Proj. No.

79 Myrtle Street Chippendale NSW 2008 AUSTRALIAph +61 2 9311 8222 fx +61 2 9311 8200ABN 53 003 782 250

Sheet Status

NOT FOR CONSTRUCTION

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GENERAL ARRANGEMENT- GROUND A2101SGS Weigall Sports ComplexSydney Grammar School

Au

thor

6 Neild Ave, Darlinghurst

19086

No. Date Description Checked Approved

1 02/03/2020 ISSUED TO CONSULTANTS FOR INFORMATION ADC LC

2 09/03/2020 ISSUED FOR PCG LP LC



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9.6 m

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19.5 m

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104.0 m

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39.9 m

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WEIGALL SPORTS COMPLEX Site Establishment Plan - Stage 1

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GATE 1

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LEGEND

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Worker Gate

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Tree Protection Zone

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Laydown / Storage

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Stretcher Stair

JElias

Text Box

Perimeter Scaffold

JElias

Text Box

Loading Bay

JElias

Rectangle

JElias

Text Box

All weather access road

JElias

Polygon

JElias

Snapshot

JElias

Rectangle

JElias

Polygon

JElias

Text Box

Site Compound Double Stacked

JElias

PolyLine

JElias

PolyLine

JElias

Polygon

JElias

Polygon

JElias

Polygon

JElias

Text Box

Lay down / Storage Area

A3200

2

A3200

2

A3200

1

A3200

1

A3201

4

A3201

4

3

NEI

LD A

VEN

UE

VIA

LOU

X A

VE

NU

E

A3100

1

A3101

1

A3101

2

A3100

2

2

1

RL 2.750

LEARN TO SWIM POOL

20 x 10.2m1.2m DEEP

MAIN POOL25 x 33m2m DEEP

A3201

3

A3201

3

GUTTER BACK WALL OVER

4

5

6

7

8

9

10

GU

TTE

R B

AC

K W

ALL

OV

ER

RL 3.550

RL 2.050

A

B

C

D

E

F

G

H

198

m²

PO

OL F

ILTR

ATIO

N P

LA

NT

CO

RE

AV

AIL

AB

LE F

OR

US

E

1000

7900

7900

7900

7900

7900

7900

7900

1000

13050

8025

8025

8025

8025

5400

5400

5400

J

389 m²

PLENUMMAIN POOL?

BA

LAN

CE

TA

NK

196 m²

PLENUMLTS

?

28 m²

POOL COVER STORAGE

102 m²

POOL COVER STORAGE

1:23

RL 0.600

BA

LAN

CE

TA

NK

N



PL

OT

DA

TE

& T

IME

:P

LO

TT

ED

& C

HE

CK

ED

BY

:R

EF

:

Proj. No.


Sheet Status


1 : 200 @A14

26

/05/2

020

10:0

9:1

8 A

MC

:\U

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GENERAL ARRANGEMENT- BASEMENT A2100SGS Weigall Sports ComplexSydney Grammar School


19086






JElias

Rectangle

JElias

PolyLine

JElias

Rectangle

JElias

Rectangle

JElias

Line

JElias

PolyLine

JElias

Rectangle

JElias

Rectangle

JElias

Line

JElias

Text Box

WEIGALL SPORTS COMPLEX Logistics - Bulk Excavation Phase

JElias

Image

JElias

Image

JElias

Image

JElias

Text Box

GATE 1

JElias

Text Box

GATE 2

JElias

SmartSign.com

JElias

SmartSign.com

JElias

Snapshot

JElias

Rectangle

JElias

Rectangle

JElias

Text Box

LEGEND

JElias

Rectangle

JElias

Line

JElias

Text Box

A-Class Hoarding

JElias

Text Box

Vehicular Gate

JElias

Text Box

Worker Gate

JElias

Rectangle

JElias

PolyLine

JElias

Text Box

Chain-mesh Fencing

JElias

Arrow

JElias

Text Box

Worker Entrance

JElias

Line

JElias

Text Box

Rumble Grid

JElias

Rectangle

JElias

Text Box

Stretcher Stair

JElias

Text Box


JElias

Polygon

JElias

Text Box

Temporary Earth Ramp

JElias

Polygon

JElias

Polygon

JElias

Image

JElias

Image

JElias

Image

JElias

Image

JElias

Image

JElias

SmartSign.com

JElias

SmartSign.com

JElias

SmartSign.com

JElias

SmartSign.com

JElias

Rectangle

JElias

1_200 Excavator_24T

JElias

Dump Truck

JElias

Dump Truck

JElias

Dump Truck

JElias

1_200 Excavator_24T

JElias

Image

JElias

SmartSign.com

JElias

SmartSign.com

JElias

Polygon

JElias

Polygon

JElias

Text Box


JElias

PolyLine

JElias

PolyLine

JElias

Polygon

JElias

Polygon

JElias

Polygon

JElias

Text Box


A3200

2

A3200

2

A3200

1

A3200

1

A3201

4

A3201

4N

EILD

AVE

NU

E

VIA

LOU

X A

VE

NU

E

3

A3100

1

A3101

1

A3101

2

A3100

2

2

1

A3201

3

A3201

3

4

5

6

7

8

9

10

VOID OVER AQUATIC HALL

VOID OVER AQUATIC HALL

VOID

186 m²

POOL MECHANICAL PLANT

SPECTATOR TERRACEVOID OVER CARPARK

A

B

C

D

E

F

G

H

8025

8025

8025

8025

5400

5400

5400

1000

7900

7900

7900

7900

7900

7900

7900

1000

J

LIN

E O

F B

UIL

DIN

G O

VE

R

LIN

E O

F B

UIL

DIN

G O

VE

R

LIN

E O

F B

UIL

DIN

G O

VE

R

RL 9.000

N



PL

OT

DA

TE

& T

IME

:P

LO

TT

ED

& C

HE

CK

ED

BY

:R

EF

:

Proj. No.


Sheet Status


1 : 200 @A14

26

/05/2

020

10:0

9:3

6 A

MC

:\U

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.rvt

GENERAL ARRANGEMENT-MEZZANINE A2102SGS Weigall Sports ComplexSydney Grammar School

Au

thor


19086






JElias

Rectangle

JElias


104.0 m

JElias


39.9 m

JElias


70.0 m

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

LEGEND

JElias

Rectangle

JElias

Line

JElias

Text Box

A-Class Hoarding

JElias

Text Box

Vehicular Gate

JElias

Text Box

Worker Gate

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

Laydown / Storage

JElias

PolyLine

JElias

Text Box

Chain-mesh Fencing

JElias

Arrow

JElias

Text Box

Worker Entrance

JElias

Line

JElias

Text Box

Rumble Grid

JElias

Rectangle

JElias

Text Box

Tower Crane

JElias

Rectangle

JElias

Rectangle

JElias

Text Box

Stretcher Stair

JElias

Text Box

Perimeter Scaffold

JElias

Text Box

Loading Bay

JElias

Rectangle

JElias

Text Box


JElias

Polygon

JElias

Snapshot

JElias

Rectangle

JElias

Rectangle

JElias

PolyLine

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

PolyLine

JElias

Polygon

JElias

Text Box


JElias

PolyLine

JElias

Polygon

JElias

Polygon

JElias

Polygon

JElias

Text Box


A3200

2

A3200

2

A3200

1

A3200

1

A3201

4

A3201

4N

EILD

AVE

NU

E

VIA

LOU

X A

VE

NU

E

3

A3100

1

A3101

1

A3101

2

A3100

2

2

1

A3201

3

A3201

3

4

5

6

7

8

9

10

1946 m²

MULTI-PURPOSE SPORTS HALL

BASKETBALL / VOLLEYBALL

?

550 m²

MULTI-PURPOSE SPORTS HALL 02

CARDIO / WEIGHTS / TAEKWANDO / FENCING

UT: ?

34 m

²

DR

Y C

HA

NG

E

34 m

²

DR

Y C

HA

NG

E

34 m

²

DR

Y C

HA

NG

E

34 m

²

DR

Y C

HA

NG

E

BALCONY

95 m²

STORAGE

56 m

²

STO

RA

GE

+ P

LA

NT

RL 12.650

EXTERNAL FOYER

UP

DN

A

B

C

D

E

F

G

H

7 m

²

WC

13050

8025

8025

8025

8025

5400

5400

5400

1000

7900

7900

7900

7900

7900

7900

7900

1000

CIRCULATION

J

12 m²

STORAGE

SPECTATOR SEATING

OPERABLE WALL

N



PL

OT

DA

TE

& T

IME

:P

LO

TT

ED

& C

HE

CK

ED

BY

:R

EF

:

Proj. No.


Sheet Status


1 : 200 @A14

26

/05/2

020

10:0

9:4

4 A

MC

:\U

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r_d

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.rvt

GENERAL ARRANGEMENT- FIRST A2103SGS Weigall Sports ComplexSydney Grammar School

Au

thor


19086






JElias

Rectangle

JElias


104.0 m

JElias


39.9 m

JElias


70.0 m

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

LEGEND

JElias

Rectangle

JElias

Line

JElias

Text Box

A-Class Hoarding

JElias

Text Box

Vehicular Gate

JElias

Text Box

Worker Gate

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

Laydown / Storage

JElias

PolyLine

JElias

Text Box

Chain-mesh Fencing

JElias

Arrow

JElias

Text Box

Worker Entrance

JElias

Line

JElias

Text Box

Rumble Grid

JElias

Rectangle

JElias

Text Box

Tower Crane

JElias

Rectangle

JElias

Rectangle

JElias

Text Box

Stretcher Stair

JElias

Text Box

Perimeter Scaffold

JElias

Text Box

Loading Bay

JElias

Rectangle

JElias

Text Box


JElias

Polygon

JElias

Snapshot

JElias

Rectangle

JElias

Rectangle

A3200

2

A3200

2

A3200

1

A3200

1

A3201

4

A3201

4

3

A3100

1

A3101

1

A3101

2

A3100

2

2

1

A3201

3

A3201

3NEI

LD A

VEN

UE

VIA

LOU

X A

VE

NU

E

4

5

6

7

8

9

10

481 m²

MULTI-PURPOSE SPORTS HALL 03

CARDIO / WEIGHTS / TAEKWANDO / FENCING

?

VOID OVER MULTIPURPOSE HALL 01

56 m

²

STO

RA

GE

+ P

LA

NT

129 m²

MEDICAL SUITES

RL 16.900

UP

DN

A

B

C

D

E

F

G

H

95 m²

MECH PLANT

MULTIPURPOSE HALL 01

HEIGHT TBC

5400

5400

5400

13050

8025

8025

8025

80251000

7900

7900

7900

7900

7900

7900

7900

1000

EXTERNAL FOYER

CIR

CU

LATI

ON

CIR

CU

LATI

ON

J

SOUTHERN BUILDING MASS IS

UNRESOLVED PENDING SOLAR

ANALYSIS

N



PL

OT

DA

TE

& T

IME

:P

LO

TT

ED

& C

HE

CK

ED

BY

:R

EF

:

Proj. No.


Sheet Status


1 : 200 @A13

26

/05/2

020

10:0

9:5

5 A

MC

:\U

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r_d

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.rvt

GENERAL ARRANGEMENT- SECOND A2104SGS Weigall Sports ComplexSydney Grammar School

Au

thor


19086


1 12/03/2020 ISSUED TO CONSULTANTS FOR INFORMATION LP LC



JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias


104.0 m

JElias


39.9 m

JElias


70.0 m

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

LEGEND

JElias

Rectangle

JElias

Line

JElias

Text Box

A-Class Hoarding

JElias

Text Box

Vehicular Gate

JElias

Text Box

Worker Gate

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

Laydown / Storage

JElias

PolyLine

JElias

Text Box

Chain-mesh Fencing

JElias

Arrow

JElias

Text Box

Worker Entrance

JElias

Line

JElias

Text Box

Rumble Grid

JElias

Rectangle

JElias

Text Box

Tower Crane

JElias

Rectangle

JElias

Rectangle

JElias

Text Box

Stretcher Stair

JElias

Text Box

Perimeter Scaffold

JElias

Text Box

Loading Bay

JElias

Rectangle

JElias

Text Box


JElias

Polygon

JElias

Snapshot

JElias

Rectangle

JElias

Rectangle

A3200

2

A3200

2

A3200

1

A3200

1

A3201

4

A3201

4

3

A3100

1

A3101

1

A3101

2

A3100

2

2

1

A3201

3

A3201

3

4

5

6

7

8

9

10

A

B

C

D

E

F

G

H

115

m²

HE

ATIN

G +

CO

OLIN

G P

LA

NT

13050

8025

8025

8025

8025

5400

5400

5400

1000

7900

7900

7900

7900

7900

7900

7900

1000

SOUTHERN BUILDING MASS IS

UNRESOLVED PENDING SOLAR

ANALYSIS

J

2°

2°

2°

4°

2°

2°

2°

2°

2°

RL 20.650

N



PL

OT

DA

TE

& T

IME

:P

LO

TT

ED

& C

HE

CK

ED

BY

:R

EF

:

Proj. No.


Sheet Status


1 : 200 @A13

26

/05/2

020

10:0

9:5

6 A

MC

:\U

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90

86

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r_d

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.rvt

GENERAL ARRANGMENT - ROOF A2105SGS Weigall Sports ComplexSydney Grammar School

Au

thor


19086


1 12/03/2020 ISSUED TO CONSULTANTS FOR INFORMATION LP LC



JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Length Measurement

5.5 m

JElias

Length Measurement

5.8 m

JElias

Length Measurement

3.8 m

JElias

Length Measurement

3.2 m

JElias

Rectangle

JElias


104.0 m

JElias


39.9 m

JElias


70.0 m

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

LEGEND

JElias

Rectangle

JElias

Line

JElias

Text Box

A-Class Hoarding

JElias

Text Box

Vehicular Gate

JElias

Text Box

Worker Gate

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

Laydown / Storage

JElias

PolyLine

JElias

Text Box

Chain-mesh Fencing

JElias

Arrow

JElias

Text Box

Worker Entrance

JElias

Line

JElias

Text Box

Rumble Grid

JElias

Rectangle

JElias

Text Box

Tower Crane

JElias

Rectangle

JElias

Rectangle

JElias

Text Box

Stretcher Stair

JElias

Text Box

Perimeter Scaffold

JElias

Text Box

Loading Bay

JElias

Rectangle

JElias

Text Box


JElias

Polygon

JElias

Snapshot

JElias

Rectangle

JElias

Rectangle

1

2

3

4

5

6A

B

C

D

1:87

1:87

1:10

1:14

1:14

1:14

1:10

1:5

1:10

1:10

1:5

1:10

1:10

1:5

VIA

LOU

X A

VE

ALM

A S

T

N



PL

OT

DA

TE

& T

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:P

LO

TT

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& C

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CK

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Proj. No.


Sheet Status


1 : 200 @A1

27

/05/2

020

8:1

0:2

2 A

MC

:\U

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r_d

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GENERAL ARRANGEMENT- CARPARKLOWER GROUND A2110SGS Weigall Sports ComplexSydney Grammar School

Au

thor


19086


JElias

PolyLine

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

LEGEND

JElias

Rectangle

JElias

Line

JElias

Text Box

A-Class Hoarding

JElias

Text Box

Vehicular Gate

JElias

Text Box

Worker Gate

JElias

Rectangle

JElias

Rectangle

JElias

Text Box


JElias

Rectangle

JElias

Text Box

Laydown / Storage

JElias

PolyLine

JElias

Text Box

Chain-mesh Fencing

JElias

Arrow

JElias

Text Box

Worker Entrance

JElias

Line

JElias

Text Box

Rumble Grid

JElias

Rectangle

JElias

Text Box

Tower Crane

JElias

Rectangle

JElias

Rectangle

JElias

Text Box

Stretcher Stair

JElias

Text Box

Perimeter Scaffold

JElias

Text Box

Loading Bay

JElias

Rectangle

JElias

Text Box


JElias

Polygon

JElias

Snapshot

JElias

Rectangle

JElias

Rectangle

JElias

Rectangle

JElias

Length Measurement

8.4 m

JElias

Rectangle

JElias

PolyLine

JElias

Text Box

GATE 2

JElias

Text Box

GATE 1

JElias

Image

JElias

SmartSign.com

JElias

Image

JElias

SmartSign.com

JElias

Image

JElias

SmartSign.com

JElias

Image

JElias

SmartSign.com

JElias

Line

JElias

Image

JElias

Line

JElias

Stamp

JElias

Image

JElias

Stamp

A3101

1

1

2

3

4

5

6A

B

C

D

1:87

1:87

1:10

1:5

1:14

1:14

1:14

1:14

1:14

1:14

1:14

1:10

1:10

1:5

1:10

1:10

1:5

1:10

1:5

1:10

1:10

N



PL

OT

DA

TE

& T

IME

:P

LO

TT

ED

& C

HE

CK

ED

BY

:R

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:

Proj. No.


Sheet Status


1 : 200 @A1

27

/05/2

020

8:1

0:2

3 A

MC

:\U

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90

86

_M

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r_d

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.rvt

GENERAL ARRANGEMENT- CARPARKGROUND A2111SGS Weigall Sports ComplexSydney Grammar School

Au

thor


19086


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GENERAL ARRANGEMENT- CARPARKFIRST A2112SGS Weigall Sports ComplexSydney Grammar School

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Vehicular Gate

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Worker Gate

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Worker Entrance

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Rumble Grid

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Tower Crane

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Stretcher Stair

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Loading Bay

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Appendix B - Traffic Impact Assessment by ptc dated September 2020




Appendix C - Hazardous Materials Survey by JBS&G dated 11 August 2020




Appendix D – Remediation Action Plan by JBS&G dated 22 September 2020




Appendix E - Geotechnical Investigation by Douglas Partners dated March 2020




Appendix F – Noise Impact Assessment by White Noise Acoustics dated 12 September 2020




Appendix G - Aboriginal Cultural Heritage Assessment by Eco Logical Australia, dated 10 September 2020

SYDNEY GRAMMAR SCHOOL, WEIGALL SPORTS COMPLEX

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