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BR190571 BP Noosaville - Preliminary Construction Management Plan
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43 Peel Street
SOUTH BRISBANE QLD 4101
SOUTH BRISBANE QLD 4101
T 07 3844 5900
F 07 3844 7588
www.acor.com.au
Preliminary Construction
ENGINEERS
Management Plan MANAGERS
INFRASTRUCTURE
BP Noosaville PLANNERS
52 & 54 Mary St, Noosaville DEVELOPMENT
CONSULTANTS
Prepared for: Belo Development
Document No: BR190571
Issue no: 1
Sydney | Brisbane | Gold Coast | Perth | Broome | Central Coast | Newcastle | Western Sydney | Melbourne
ACOR Consultants (QLD) Pty Ltd (ACN ) (ABN 18 126 011 087 )
"ACOR Consultants" is a trademark licensed to ACOR Consultants (QLD) Pty Ltd by ACOR Consultants Pty Ltd
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Full text of the other 15 sections
Section 2
Disclaimer
This Report has been prepared in accordance with the scope of services described in the contract or agreement between
ACOR Consultants (QLD) Pty Ltd and the Client. The Report relies upon data, surveys, measurements and results taken at or
under the particular terms and conditions specified herein. Changes to circumstances or facts after certain information or
material has been submitted may impact on the accuracy, completeness or currency of the information or material. This Report
has been prepared solely for use by the Client, ACOR Consultants (QLD) Pty Ltd accepts no responsibility for its use by other
parties without the specific authorisation of ACOR Consultants (QLD) Pty Ltd. ACOR Consultants (QLD) Pty Ltd reserves the
right to alter, amend, discontinue, vary or otherwise change any information, material or service at any time without subsequent
notification. All access to, or use of, the information or material is at the user's risk and ACOR Consultants (QLD) Pty Ltd
accepts no responsibility for the results of any actions taken on the basis of information or material provided, nor for its
accuracy, completeness or currency. Any reference to "Report" where used in this Disclaimer is also a reference to any plan,
table, data or other document that has been created for the purposes of the "Report" and referred to in the "Report"
REVISIONS
Revision Date Purpose Prepared By Approved By
1 09/07/20 For Approval Jacob Vogler Shane Suffolk
RPEQ:9330
Review Panel
Division/Office Name
Shane Suffolk
Civil / Brisbane, QLD
RPEQ: 9330
Unless otherwise advised, the parties who have undertaken the Review and Endorsement confirm that the information
contained in this document adequately describes the conditions of the site located at 52-54 Mary Street, Noosaville.
COPYRIGHT
No part of this document (where "document" includes any plan, specification, detail, report or other document created by
ACOR Consultants Pty Ltd or any of its related or associated entities) may be reproduced, adapted, transmitted or stored
in a retrieval system in any form or by any means without written permission unless otherwise permitted under the
Copyright Act, 1968. Enquiries should be addressed to ACOR Consultants Pty Limited.
© ACOR Consultants Pty Limited
All intellectual property and copyright reserved.
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Section 3
Table of Contents
1 Introduction ......................................................................................................5
1.1 Purpose .............................................................................................5
1.2 Scope.................................................................................................5
2 Project Overview..............................................................................................6
2.1 Project Description .............................................................................6
2.2 Site Context .......................................................................................6
2.3 Construction Staging ..........................................................................6
2.4 Construction/Works Program .............................................................6
3 Traffic Management .........................................................................................7
3.1 External Traffic Management .............................................................7
3.2 Internal Traffic Management...............................................................7
3.3 Internal Deliveries ..............................................................................7
3.4 Traffic Management Control Plan .......................................................7
3.5 Maintenance of Safe Pedestrian Access ............................................7
3.6 Traffic Management Approvals / Permits ............................................7
3.7 Roads and Transport Networks ..........................................................8
3.8 Proposed Fencing ..............................................................................8
3.9 Worker Car Parking............................................................................8
4 Maintenance and Protection of Existing Services.............................................9
4.1 Services / Utility Authorities ................................................................9
5 Environmental Management ..........................................................................10
5.1 Sediment and Erosion Control..........................................................10
5.2 Dust Control .....................................................................................10
5.3 Waste Management .........................................................................10
5.4 Water Quality Objectives During Construction Phase .......................10
6 Contact and Compliant Management Procedures ..........................................11
6.1 Contact Details .................................................................................11
6.2 Dispute Resolution Procedures ........................................................11
6.3 Communication ................................................................................11
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Section 4
Appendices Appendix A - Site Survey .............................................................................................12 Appendix B - Preliminary Site Plans ............................................................................13 P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 4 of 13
Section 5
1 Introduction
1.1 Purpose
The purpose of the Construction Management Plan (CMP) is to:
Provide Guidance for the implementation of project management and site management processes
for construction of the redevelopment at BP Noosaville.
Ensure compliance with the project management and safety systems
Ensure compliance with authority requirements
Identify related approvals and procedures
1.2 Scope
ACOR Consultants has prepared this Preliminary Construction Management Plan (CMP) outlining key
construction elements associated with the development at 52-54 Mary Street, Noosaville QLD 4566.
Whilst final and ongoing construction logistics will be managed by the contractor/site manager and
communicated through consultation with the assigned Noosa Council engineering assessment officer
and relevant authorities, this document establishes preliminary parameters by which the contractor and
other parties will undertake works related to:
Public and site personal access
Public and site personnel safety
Environmental management
Site logistics (traffic and pedestrian control, amenities)
Materials handling
Site security
Any addition authority approvals/ permits that may be required as a result of this plan will be sought as
required.
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Section 6
2 Project Overview 2.1 Project Description The BP project is located at 52-54 Mary Street, Noosaville QLD 4566 over lots described as Lot 21 on RP72829 and Lot 1 on RP131598 The total area of the Development Area is approximately 0.249 hectares. Refer to Appendix A for Site Survey. Refer to Appendix B for Preliminary Site Plans. 2.2 Site Context The site is within proximity to; Retail Multi-unit dwelling developments Weyba Park West Neighbourhood streets Single-lot houses As a result, all planning and co-ordination of the works will be undertaken with diligence and respect to these groups. Notification will be provided (via letterbox drop and/or face-to-face meetings) to neighbouring properties advising of the commencement of works, duration of the construction program, and contact details of key personnel. 2.3 Construction Staging There will be five distinct stages of construction. These will have varied material handling and logistical strategies in order to construct the building efficiently and minimise impact on the existing stores that are to remain open during construction as well as surrounding streets and neighbours. The stages are: Stage 1 – Demolition of Existing Sheds and Building on Lot 21 RP72829 Stage 2 – Trunk Sewer Diversion Works Stage 3 – Demolition & Removal of Existing Fuels Tanks Stage 4 – Building works for new BP store across the 2 lots. 2.4 Construction/Works Program Construction is programmed to commence in 2020 and be completed in 2021. Contractor to supply full construction program once engaged. P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 6 of 13
Section 7
3 Traffic Management 3.1 External Traffic Management External traffic management will be undertaken during the construction of the site dependent on the location and stage of works on site at the time. 3.2 Internal Traffic Management Due to the requirements of the stores remaining open over the construction period, safety measures are to be taken to ensure that customers can safely access the car parking and operating on the BP premises. 3.3 Internal Deliveries During each stage of the development, a location will be set for construction deliveries to the site that will have minimal impact on the construction and open store. 3.4 Traffic Management Control Plan To be confirmed by the contractor after project award. The contractor’s Traffic Management Plan will be submitted to Noosa Council for approval. 3.5 Maintenance of Safe Pedestrian Access Safe pedestrian routes including signage and boundary are to be provided at all times throughout the site. 3.6 Traffic Management Approvals / Permits Prior to carrying out any temporary modification of surrounding traffic arrangements, lane closures, footpath closures, or any other notifiable activity, the contractor will apply for permits from Noosa Council and/or Department of Transport and Main Road. This may include: Application / Notification to Work on Council Property Footpath Closure Permit Temporary Lane / Road Closure Application Application for Permit to Occupy Road Permits to float over-size plant and equipment onto site out of hours Signs and Line Marking Operational Works P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 7 of 13
Section 8
3.7 Roads and Transport Networks Approval will be sought from any road and or transport authority (DTMR, Queensland Transport, TransLink etc.) before commencing any works that may affect these authorities. Pre-start meeting will be established for continued updates/status of interface works with the relevant authority assets if required. 3.8 Proposed Fencing All temporary fencing, hoarding and signage will be designed and built in accordance with relevant legislation, codes of practice and Australian Standards. All perimeter fencing shall be at a minimum height of 1.8m and be covered with shade cloth or hard protection to prevent construction materials from exiting the site. 3.9 Worker Car Parking Due to the location of the site, all workers car parking will be offsite. It will be recommended to contractors to use public transport where possible. P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 8 of 13
Section 9
4 Maintenance and Protection of Existing Services The following will be implemented to protect the existing service lines in and around the construction area: Dial Before You Dig Report Verification of report through independent service locator Making all information readily available to any persons digging on site 4.1 Services / Utility Authorities Prior to commencing notifiable works to services, relevant approvals will be achieved from asset owners and managers, including: Noosa Council Unity Water Energex NBN / Telstra (and other private telecoms) APA P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 9 of 13
Section 10
5 Environmental Management
5.1 Sediment and Erosion Control
Sediment and Erosion control will be implemented for the duration of the project for the different
applications on site as they arise and generally in accordance with the Sediment and Erosion Control
Plans done by ACOR Consultants.
5.2 Dust Control
Dust control will be managed during construction through:
Cleaning (i.e. Sweeping) of hardstand surfaces
Wetting down of exposed surfaces as required
Loads to be secured and covered before leaving site
With the concrete construction there will be minimal dust during the demolition and reconstruction
phase.
5.3 Waste Management
A number of wheelie bins will be located on site at various points including adjacent the lunchroom and
site office. These will be empties daily into the main site skip bins. The skip bins will be services as
required. The amount of skip ins provided will be allocated according to site requirements.
5.4 Water Quality Objectives During Construction Phase
Control measures to be put in place to protect downstream properties from nuisance flows.
Maximum of 50mg/L of total suspended solids present in run-off discharged from the site during
the construction stage, and a pH between 8 and 8.5
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Section 11
6 Contact and Compliant Management Procedures 6.1 Contact Details Signage will be displayed at all entrances to the site and at various points on the perimeter fencing and hoarding, that describes: The construction company including contact names and phone numbers The site as a construction site, accessible to workers and authorised personnel only The location of the site office The mandatory hardhat and safety footwear requirements. 6.2 Dispute Resolution Procedures To be confirmed by the contractor. 6.3 Communication To be confirmed by the contractor. P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 11 of 13
Section 12
Appendix A - Site Survey P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 12 of 13
Section 13
CP
GTP3783
2 STOREY
CP 2 STOREY 2 STOREY BRICK BLDG 2 STOREY
BRICK BLDG
BUP4946 BRICK BLDG BRICK BLDG
GAZEBO
RCBC
26 FOOTING RCBC 1500*600
RP72829 POTHOLED
IL0.335
(POTHOLED CONFIRMED)
TBM
DRIVEWAY
SCREW ISLAND
BITUMEN
SEWER DN450 LPG
EMT A SP161928 FILL PT RL1.891
COVERED BITUMEN
AREA ICE AREA
ROAD
BUDGET TBM
DEMOUNTABLE SHED SCREW
RL1.749
DECK
BP EXISTING SERVICE CENTRE
BOWSERS
2 STOREY BLOCK BUILDING
LPG
1
CP 20 21
CONC PATH
RP131598
SP161928 RP72829 RP72829
WEYBA
BREATHERS
CONCRETE
AREA
BITUMEN
SEWER DN450
AREA
BOWSERS
CONCRETE RS TBM SWMH
AREA THE
EA
SCREW PATH LL2.51
TBM BR RL1.833 2*RCP450
BITUMEN USIL0.385
SCREW PATH
AREA
RCP375
RL1.674
BP SIGN
CONCRETE BITUMEN SWMH
RCP300
APPROX
DRIVEWAY DRIVEWAY CONCRETE LL1.85
CONC PATH CONC PATH DRIVEWAY NOT OPENED
DUE TO TRAFFIC
MARY Scale 1:300 - Lengths are in Metres.
STREET
67 Barolin Street Phone 07 4151 6677
PO Box 1688 www.insitesjc.com.au
BUNDABERG QLD 4670 [email protected]
ABN 62 329 746 562
Section 14
Appendix B - Preliminary Site Plans P:\BR19\BR190571 BP Noosaville\Reports\CMP\BR190571 BP Noosaville - CMP.docx Page 13 of 13
Section 15
GTP3783 LEGEND
PROPOSED CARPARK PAVEMENT - REFER PAVEMENT PLAN C5.01 FOR
PAVEMENT TYPE /EXTENTS
PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
FOR DETAILS
PROPOSED TANKS - REFER NOTES BELOW
PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
N6 DRAWINGS FOR SURFACE TREATMENT
6
26 8 1. PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02 AND TO
79
EX
44 7 79 82 .7 91 LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
65 85 . 7
76
RP72829 1.
EX
1. .9 1. X1 1.
7 1
1.
1 X
EX E EX
1.
X CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN
EX X X E
EX
E E E
61
1.
40 0
84
34
8
EX
1. .
2
P#
P1 3
1.
61
P
PROPOSED SAW CUT
P1
77
83
87
30
1.
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.5
4
.8
.8
EX
P1
24
EX
P1
P1
54 P12.50 PROPOSED PAVEMENT LEVEL
1.
B B 78 8 P1
35
1.
P#
.8 .8
7
1 P 33 S12.50 PROPOSED SURFACE LEVEL
P
B
PROPOSED N7
WS PROPOSED WHEELSTOP - REFER DETAIL SHEET C6.01
1.50
B
0
87
00
BUILDING
1.6
EX12.50 EXISTING SURFACE LEVEL
EX
.8
.9
B
P1
P1
0
55
1.
1.7
86
8
FFL RL1.90m 1. C PROPOSED LANDSCAPE CONDUIT
P1
B
2
X
.6
1.80
P#
1 E 8
78
88 B
47
08
PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
1. 1.
80
.6
0 18
P1
X
P1
P
0 B
.7
0
88
80
88 88 .7 E PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
P1
.
.7
1. . P1
.8
P1 P1
48
B
P1
B
P
N15 72 6 B PROPOSED BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR
.7 11 59
60
2
P1
P1
34
82 1 1. DETAILS
.8
8
. EX 1.
.8
.8
.7
X
P1
B 1 5 5
70
EX
P1
B 79 74 E
87
P
P
. . N8 61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
1.
1. B B B B B B B B B B B B B B B B P1 P1
1.90
1.80
1.90
80 2 N11
9
0
P1
P1
7
1.8
85
80
WS
1.8
.8
.8
.
0
P1 37
60
60
77 2 6 N1 REFER NOTE 1 FOR DETAILS
50
.7 .8 . 87 52 .82 6
.7
P1 P1 P1 .8 P1 67
P1
EX
P1 1.
P#
WS
20
2.
EX
01
RP131598
5
35
54
59
55
38
21
57
RP72829
.8
.8
.8
.8
.8
.8
.8
P1
P1
P1
P1
P1
P1
P1
RP72829
WS
5
. 73
P1
79
N13 B P# P# P# P# P# P#
P#
.7
EXISTING SERVICES LEGEND
P1
WS
N16
B
N10 DEVELOPMENT BOUNDARY
N12
P1
P1
P1
P1
P1
P1
WS
61.00 EXISTING CONTOUR (0.25m INTERVAL)
.8
.8
.8
.8
.8
.7
1.80 55
00
24
26
25
15
86
8 6
55 5 1 X1. . 83
54
57
59
55
38
8 82 EXISTING STORMWATER
1. 83 . E P1
.8
.8
.8
.8
.8
1.
WS
X P1
P1
P1
P1
Section 16
P1
P1
E P 6 EXISTING SEWER
.87
EX
P1
P#
1.
EXISTING WATER
WS
95
6
1.
1.90
N17
8
33
P1
80
70
EXISTING ELECTRICAL - OVERHEAD
1.80
1.80 1.80
.7
.8
.
P1
P1
4
P#
8
00
6
7
79
85 EXISTING TELECOMMUNICATIONS
.9
P1
1.
.
P1
P1
EX
.7
N14 X
94 WS
E
1.
EXISTING FENCE
96
4
8
0
8
0
6
3
79
74
86
86
84
77
P1
X
.
.
.
.
.
.
EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
P1
P1
P1
P1
P1
P1
7
.7
85
9
1.
P1
4
NOTES
17
X
.7
4 2 6 5 E
75 85
28
25 .68 69
EXP1.
EX
.7
1. . .
EX
6 1.70 X1
P1
1. 667
1 1
1.
.
1
7
EX
P#
P1 EX
67
71
EX
72
61
1.
E 1. AREAS TO BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE ARCHITECTS PLANS.
.
.
55
1
8
P1
P1
P1
2. GRADE LANDSCAPE AREA AT MAX 1V:3H (UNO).
5
4
.7
0 0
53
P1
07
0 1.6 66
35
.6 88 3. GRADE LANDSCAPED AREAS TO DRAIN TO SURFACE INLET PITS.
EX
.
0 .
P1
.6
.6
N6 P1 P1 .6 74
1.
P1
15
1 4. GENERAL CARPARK AND INTERNAL LINEMARKING TO ARCHITECTS DETAILS.
75
60 P 1.6
P1
0
45
8 1.50 6 5. REFER ELECTRICAL, HYDRAULIC & LANDSCAPE DRAWINGS FOR CONDUIT LOCATIONS.
.
1. P
47
49
.
P1
P1
. PIPEWORK TO BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
4
1.40
P
N18 1
.5
EX 6. PROPOSED FOOTPATH TO MATCH NEATLY INTO EXISTING FOOTPATH
13
4
1
EX
54
EX
3 47
21
42
30 . .4 N8 7. ASPHALT SAWCUT REFER DETAIL SHEET C6.01.
1.
.3
1.
.
. 1
P1
P1
1
43
EX
P1
45
8. PROPOSED RAMP REFER TO NOOSA STD DWG SD:9006
EX
3
9. PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02
N7 N8 10. PROPOSED FUEL TANK VENTS - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
11. PEDESTRIAN ZONE TO BE INSTALLED IN ACCORDANCE WITH AS2890.6:2009 FACILITIES
REFER DETAIL SHEET C6.01.
12. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
13. PROPOSED ELECTRICAL EASEMENT - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
14. PROPOSED 6m SEWER EASEMENT - REFER TO SEWER RETICULATION DWG C7.01 - C7.05
FOR DETAILS
15. PROPOSED GAS CYLINDER EXCHANGE - REFER TO ARCHITECTURAL DRAWINGS FOR
DETAILS
16. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
17. PROPOSED FUEL POINT. REFER FUEL ENGINEERS DRAWINGS.
18. EXISTING SIGN TO BE RELOCATED
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
NOTE: 0 4 8 12m
1. ALL BATTERS TO BE 1 IN 4 U.N.O.
2. ALL BATTER STEEPTER THAN 1:4 TO BE STABILIZED SCALE 1:200 @ A1
AS PER GEOTECHNICAL ENGINEERS SPECIFICATIONS
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd SITEWORKS PLAN
B FOR APPROVAL 30/06/20 BVZ SS North
LEVEL 4, 43 PEEL STR
A FOR INFORMATION 26/06/20 BVZ SS South Brisbane QLD 4101
PROPOSED BP SERVICE CENTRE
P2 FOR INFORMATION 27/03/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION - BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C3.01 B