Original source · versioned page text
6. Volume 3 - Civil Engineering Services Report
Attached to the e-mail MCU16/0084 & OPW16/0157 Development Application - Landscaping Concept & Civil Engineering report (email 2 of 3).
DATE
CONTACT
REFERENCE
14 JULY 2016
B16239CR001
ANDREW PEZZUTTI
Civil Engineering Services Report
Noosa Energy Centre – 140-142 Eumundi Noosa Road, Noosaville
For Denmac Nominees Pty Ltd
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Page 2
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
TABLE OF CONTENTS
1.0 INTRODUCTION 1
2.0 SITE DESCRIPTION 2
3.0 EARTHWORKS 3
4.0 ROADWORKS & ACCESS 4
5.0 STORMWATER DRAINAGE 5
6.0 SEWERAGE RETICULATION 6
7.0 WATER RETICULATION 7
8.0 ELECTRICITY & TELECOMMUNICATION SERVICES 8
9.0 CONCLUSION 9
APPENDIX A
PLAN SHOWING DETAILS OF LOT 2 ON RP173876
APPENDIX B
MASTER PLAN DA01
SITE LOCATION PLAN DA02
ELEVATIONS 01 DA03
ELEVATIONS 02 DA04
APPENDIX C
PRELIMINARY EARTHWORKS LAYOUT PLAN B16239-CSK01
PRELIMINARY SERVICES LAYOUT PLAN B16239-CSK02
DETAILS SHEET B16239-CSK03
APPENDIX D
EXISTING SERVICES CODE
EARTHWORKS CODE
WATER SUPPLY AND SEWERAGE RETICULATION CODE
Ref: B16239CR001 - i - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 3
LAMBERT & REHBEIN ENGINEERS , MANAGERS , SCIENTISTS Document Control Page Revision| Date Description Author | Signature Verifier A |os/o7i2016| = DRAFT KH AP B | 14/07/2016 DA SUBMISSION KH Ae AP Signature Approver: ‘Signature / |oaP LE AP | gee Ref: B16239CR001.doc Civil Engineering Services Report Noosa Energy Centre - Noosaville
Page 4
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
1.0 INTRODUCTION
Lambert & Rehbein (SEQ) Pty Ltd has been commissioned by Denmac Nominees Pty Ltd to prepare
a Civil Engineering Services Report for a proposed Energy Centre at Noosaville. The site is located
within the Noosa Council Local Government Area.
The Noosa Energy Centre comprises a service station with associated shop and food outlet. The
Energy Centre is illustrated on the preliminary architectural plans DA01 to DA04 reference
16.0122.17, prepared by Thomson Adsett, enclosed in Appendix B. This report has been prepared
to review existing services within the vicinity of the subject site and identify possible arrangements to
service the proposed development.
Concept civil engineering plans have been prepared and are enclosed in Appendix C to illustrate
the proposed servicing arrangements for the development.
The Noosa Plan Existing Services Code, Earthworks Code and Water Supply and Sewerage
Reticulation Code have been addressed and are enclosed in Appendix D.
Ref: B16239CR001 - 1 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 5
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
2.0 SITE DESCRIPTION
The subject site is situated at 140-142 Eumundi Noosa Road, Noosaville on land described as Lot 2
on RP173876. The site is bound by Eumundi Noosa Road to the south east, Project Avenue to the
north west and commercial properties to the to the remaining boundaries. The site is approximately
2,428 m2 in area.
SUBJECT SITE
Source: Google Maps 2016
The site is currently occupied by a commercial premise with associated carpark at the Eumundi
Noosa Road frontage. The rear of the site is used as a carpark area and there is an access driveway
from Project Avenue.
An existing site survey indicates that the site ranges in elevation from approximately RL10.8m AHD
at the Eumundi Noosa Road frontage to RL4.67m AHD in the northern rear corner of the site at the
Project Avenue frontage. Refer to Plan Showing Details of Lot 2 on RP173876 Reference 16-
4187AA prepared by Max Watterson & Associates Contour enclosed in Appendix A of this report.
Ref: B16239CR001 - 2 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 6
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
3.0 EARTHWORKS
The subject site currently slopes towards the Project Avenue frontage at an average grade of
approximately 10%. Access to the site and manoeuvring of B Double Trucks limits the grade
transition that can be achieved from Eumundi Noosa Road to the service station hardstand, hence
cut and fill will be required to achieve the service station hardstand level and the lower level
carparks.
Retaining walls will be required along the side boundaries of up to approximately 3.25 metres for the
carpark and hardstand area. Retaining will also be incorporated into the proposed building. It is
noted that the adjacent lots to the north and south both have buildings built up to the property
boundaries on either side.
All earthworks for the development will be carried out in accordance with Noosa Council
requirements and the AS3798-2007 Guidelines on Earthworks for Commercial and Residential
Developments.
Concept civil engineering plans have been prepared and are enclosed in Appendix C of this report
to illustrate anticipated servicing arrangements for the proposed development. It should be noted
that these plans are preliminary only and will be subject to confirmation during detailed design.
Ref: B16239CR001 - 3 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 7
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
4.0 ROADWORKS & ACCESS
The site has a frontage to Eumundi Noosa Road which has an existing sealed pavement, kerb and
channel and concrete footpath. The site has two (2) existing concrete crossover driveways which are
proposed to be replaced with two new driveway crossovers. Redundant crossovers will be reinstated
with kerb and channel.
No external roadworks or works in the verge other than for accommodating the new crossovers are
proposed as part of the development.
A detailed traffic assessment associated with the development can be found in the separate Traffic
Report B16239TR001 prepared by Lambert & Rehbein (SEQ) Pty Ltd.
Concept civil engineering plans have been prepared and are enclosed in Appendix C of this report
to illustrate anticipated servicing arrangements for the proposed development. It should be noted
that these plans are preliminary only and will be subject to confirmation during detailed design.
Ref: B16239CR001 - 4 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 8
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
5.0 STORMWATER DRAINAGE
The site currently grades to the rear towards Project Avenue. It is proposed to discharge site runoff
to the existing stormwater gully pits located in Project Avenue.
The proposed layout will produce an increase in impervious areas over the existing and this will
cause an increase in site runoff. It is proposed to provide on-site detention via a tank located under
the proposed service station shop.
Site stormwater runoff from the carpark, roof and ground areas will be treated for quality with
Stormwater 360 Stormfilter cartridges and filter baskets fitted to field inlets. The filter cartridges will
be located within the proposed detention tank.
The hardstand under the fuel canopy and the tanker filling are during filling operations will be
directed to a separate sump.
Concept civil engineering plans have been prepared and are enclosed in Appendix C of this report
to illustrate anticipated servicing arrangements for the proposed development. It should be noted
that these plans are preliminary only and will be subject to confirmation during detailed design.
Additional details for stormwater management can be found in the site based Stormwater
Management Plan B16239CR002 prepared by Lambert & Rehbein (SEQ) Pty Ltd.
Ref: B16239CR001 - 5 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 9
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
6.0 SEWERAGE RETICULATION
As-constructed records identify an existing sewer main located in Project Avenue at the rear of the
site. It is proposed to maintain the existing property connection for this development or upgrade if
required.
Applications will be made to directly to Unity Water for the sewer connection approval required in
association with the development
An internal sanitary drainage system will be provided within the site to drain sewage from the site to
the sewer connection point. Plumbing details will be submitted for Council approval during the
detailed design phase of the project.
Concept civil engineering plans have been prepared and are enclosed in Appendix C of this report
to illustrate anticipated servicing arrangements for the proposed development. It should be noted
that these plans are preliminary only and will be subject to confirmation during detailed design.
Ref: B16239CR001 - 6 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 10
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
7.0 WATER RETICULATION
As-constructed records identify an existing water main located in Eumundi Noosa Road. It is
proposed to utilise the existing service from this main, or upgrade if required.
Applications will be made to directly to Unity Water for the water connection approval required in
association with the development
An internal plumbing system will be provided within the site to connect the site to the reticulated
water system. Plumbing details will be submitted for Council approval during the detailed design
phase of the project.
Concept civil engineering plans have been prepared and are enclosed in Appendix C of this report
to illustrate anticipated servicing arrangements for the proposed development. It should be noted
that these plans are preliminary only and will be subject to confirmation during detailed design.
Ref: B16239CR001 - 7 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 11
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
8.0 ELECTRICITY & TELECOMMUNICATION SERVICES
Dial Before You Dig (DBYD) information obtained for the subject site indicates that electricity and
telecommunication services are available at or near the subject site. It is anticipated that connections
will be available to these services for the development without substantial external works. Specialist
advice will be obtained for these services to confirm adequate capacity or to identify any external
works that may be required.
Ref: B16239CR001 - 8 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 12
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
9.0 CONCLUSION
Lambert & Rehbein (SEQ) Pty Ltd has been commissioned by Denmac Nominees Pty Ltd to prepare
a Civil Engineering Services Report for the proposed Noosa Energy Centre at 140-142 Eumundi
Noosa Road, Noosaville. The intent of this report is to identify possible arrangements to service the
proposed development in accordance with Noosa Council requirements.
The proposed service station with associated shop and food outlet is illustrated on the preliminary
architectural plans prepared by Thomson Adsett enclosed in Appendix B.
Concept civil engineering plans have been prepared and are enclosed in Appendix C to illustrate
the proposed servicing arrangements for the development.
Based on preliminary investigations, existing civil engineering services are either provided or can be
extended / altered to service the proposed development. Furthermore, no engineering constraints
have been identified as part of this assessment that, in our opinion, should preclude approval of the
proposed development by Noosa Council.
Ref: B16239CR001 - 9 - Civil Engineering Services Report
Noosa Energy Centre - Noosaville
Page 13
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
APPENDIX A
PLAN SHOWING DETAILS OF LOT 2 ON RP173876
Page 14
2
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MAX WATTERSON
ASSOCIATES
12 Maple Street
PO Box 639
Cooroy Qld 4563
Ph. (07) 54426121
Fax. (07) 54425125
Email. [email protected]
Client: DENMAC
NOMINEES
Project:
PLAN SHOWING
DETAILS OF LOT 2
ON RP173876.
LOCAL GOVT: NOOSA S.C.
LOCALITY: NOOSAVILLE
CONCRETE
ELECTRICAL DENOTES GRAVEL
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&
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FENCE Scale 1:300 - Lengths are in Metres
—_—_—_—_— BDY
UAIOR CONTOUR | | | | | | | | | |
MINOR CONTOUR 3 0 3 6 9 12 15 18 21 24 27 30
DENOTES CONCRETE
DENOTES BUILDING
DENOTES BITUMEN
DENOTES PAVING
DENOTES DAMPOOL
Scale: 1:300 Plan 1 of 1
Datum: AHD Date: 3-06-16
oom us
Cont.Int: 0.6m 4 6-4 1 87AA
NOTE:
This plan has been prepared for building
design purposes only.
Underground services not located except
where evident on surface.
Page 15
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
APPENDIX B
MASTER PLAN DA01
SITE LOCATION PLAN DA02
ELEVATIONS 01 DA03
ELEVATIONS 02 DA04
Page 16
Telephone +61 7 3840 9999
[email protected]
128 Robertson Street
Fortitude Valley
Qld 4006 Australia
thomsonadsett.com
© Copyright
These drawings and designs and the copyright
therof are the property of Thomson Adsett Pty
Ltd and must not be used, retained or copied
without written permission of Thomson Adsett
Pty Ltd. ABN 76 105 314 654 Trading as
ThomsonAdsett. Dimensions take precedence
over scaling. Do not measure off drawings as
print sizes may vary
NOOSA ENERGY
CENTRE
DEVELOPMENT SCHEDULE
GFA CAR RATIO CARS REQ'D 140-142 EUMUNDI - NOOSA RAOD,
NOOSAVILLE, QLD 4566
SERVICE STATION & SHOP 200m² 1 / 20 10
FOOD OUTLET 90m² 1 / 10 9
TOTAL GFA 290m² TOTAL 19
TOTAL SITE AREA 2423m²
for
DENMAC NOMINEES PTY LTD
CARS 18
DISABLED SPACES 1
TOTAL CARS 19
FOOD 90m2
EXIT
FUEL CANOPY OVER
LANDSCAPING
TREE REMOVED
COLES EXPRESS
LANDSCAPING TO 202m²
200m2
DEVELOPMENT SITE
% OF DEVELOPMENT 8%
ENTRY
SITE COVERAGE TREE RETAINED
REFUSE
7 12/07/2016 UPDATE MH
6 08/07/2016 UPDATE MH
5 28/06/2016 UPDATE MH
4 16/06/2016 UPDATE MH
P:\RET\16.0122.17 - NOOSA ENERGY CENTRE\2_Design\9_Revit\16.0122.17 Noosa Energy Centre.rvt
3 15/06/2016 PRELIMINARY ISSUE MH
2 14/06/2016 UPDATE MH
1 13/06/2016 PRELIMINARY ISSUE MH
rev date details init.
drawn date
MH JUNE 2016
checked date
TH JUNE 2016
verified date
SB JUNE 2016
scale
0 5 10 15 25 m
MASTER PLAN
scale project no.
12/07/2016 2:27:55 PM
As indicated 16.0122.17
sheet no. revision
DA01 7
original sheet size - A1 (594mm x 841mm)
Page 17
DEVELOPMENT SCHEDULE
GFA CAR RATIO CARS REQ'D
SERVICE STATION & SHOP 200m² 1 / 20 10
FOOD OUTLET 90m² 1 / 10 9 Telephone +61 7 3840 9999
TOTAL GFA 290m² TOTAL 19 [email protected]
TOTAL SITE AREA 2423m² 128 Robertson Street
Fortitude Valley
Qld 4006 Australia
CARS 18 thomsonadsett.com
DISABLED SPACES 1 © Copyright
These drawings and designs and the copyright
TOTAL CARS 19 therof are the property of Thomson Adsett Pty
Ltd and must not be used, retained or copied
without written permission of Thomson Adsett
Pty Ltd. ABN 76 105 314 654 Trading as
ThomsonAdsett. Dimensions take precedence
over scaling. Do not measure off drawings as
print sizes may vary
LANDSCAPING
TREE REMOVED
LANDSCAPING TO 202m²
DEVELOPMENT SITE
NOOSA ENERGY
% OF DEVELOPMENT 8%
CENTRE
SITE COVERAGE TREE RETAINED
140-142 EUMUNDI - NOOSA RAOD,
NOOSAVILLE, QLD 4566
for
DENMAC NOMINEES PTY LTD
6000 10280 2690 5400 9000 8000 12510 5400 1030
730 840 BATTEN SCREEN
660
RL4.67 RL6.16 STAIRS TO LOWER LEVEL SITE BOUNDARY RL9.96
1260
2
DA04 2
11 1040
7870
1 EXISTING BUILDING TO
BE REMOVED
12000
FOOD OUTLET
90m2
6350
BIKE RACKS UNDER
740
4No. STAFF
SERVICES
CAR PARKS 12470
8800
RL10.50 EXIT
ROOF OVER
RL10.40
RL10.35 AIR &
WATER
DA03 4 ELECTRIC
ACCESSIBLE
CHARGE
CAR PARK BIKE FIX
RL6.00
STATION
8660
2
FUEL CANOPY OVER
RL8.56 2 DA03 1 DA03
3000
EXISTING SERVICE
STATION AND
TRANSFORMER 720 SHOP 200m2
7 12/07/2016 UPDATE MH
2 PHOTOVOLTAIC 6 08/07/2016 UPDATE MH
10500 RL10.70
6 5 28/06/2016 UPDATE MH
PANELS PYLON 4 16/06/2016 UPDATE MH
RL10.50 SIGN DA03
P:\RET\16.0122.17 - NOOSA ENERGY CENTRE\2_Design\9_Revit\16.0122.17 Noosa Energy Centre.rvt
RAIN WATER TANKS 3 15/06/2016 PRELIMINARY ISSUE MH
2 14/06/2016 UPDATE MH
1 13/06/2016 PRELIMINARY ISSUE MH
ENTRY rev date details init.
RL10.50
SITE BOUNDARY
drawn date
MH JUNE 2016
checked date
TH JUNE 2016
5600
REFUSE 2 verified date
SB JUNE 2016
DA04
RL6.73 RL7.37 scale
SITE BOUNDARY 10560 RL11.10
0 1.0 2 3 5m
SITE LOCATION PLAN
scale project no.
12/07/2016 2:28:05 PM
As indicated 16.0122.17
sheet no. revision
DA02 7
original sheet size - A1 (594mm x 841mm)
Page 18
2010 510
SETBACK
Telephone +61 7 3840 9999
1 2 5 3 1 4 2 12 11 8 [email protected]
128 Robertson Street
Fortitude Valley
Qld 4006 Australia
SITE BOUNDARY
SITE BOUNDARY
FUEL CANOPY thomsonadsett.com
850
15205
© Copyright
SERVICE STATION These drawings and designs and the copyright
ROOF therof are the property of Thomson Adsett Pty
Ltd and must not be used, retained or copied
SITE BOUNDARY
14850 without written permission of Thomson Adsett
5550
Pty Ltd. ABN 76 105 314 654 Trading as
4710
SHOPFRONT
ThomsonAdsett. Dimensions take precedence
7000
over scaling. Do not measure off drawings as
2800
print sizes may vary
GROUND
10500 NOOSA ENERGY
CENTRE
1 SOUTH EAST - ELEVATION AA
DA02
1 : 100
140-142 EUMUNDI - NOOSA RAOD,
NOOSAVILLE, QLD 4566
GROUND
10500
BATTEN SCREENING
6 7m HIGH PYLON SIGN
for
3 1 4 2 12 8 11 10 DA02
1 : 50
DENMAC NOMINEES PTY LTD
SITE BOUNDARY
SITE BOUNDARY
REFUSE STORE
FINISH MATERIAL LEGEND
SERVICE STATION
ROOF
14850
1
WHITE ALPOLIC
SHOPFRONT
2800
2
GROUND RED ALPOLIC
SITE 10500
9750
3 CONCRETE PANEL WITH EXPRESSED
2 SOUTH EAST - ELEVATION BB JOINTS PAINTED DVWHITE
DA02
1 : 100
4 MATT ANODISED
SHOPFRONT BLACK
5
SHELL YELLOW
6 BLOCKWORK
VERTICAL BATTEN
6 3 GREEN WALL
10 12 8 7 2 21 RETAINING WALL
5
4
12/07/2016
08/07/2016
UPDATE
UPDATE
MH
MH
P:\RET\16.0122.17 - NOOSA ENERGY CENTRE\2_Design\9_Revit\16.0122.17 Noosa Energy Centre.rvt
3 28/06/2016 UPDATE MH
SCREENING 2 16/06/2016 UPDATE MH
1 15/06/2016 PRELIMINARY ISSUE MH
7 HORIZONTAL METAL rev date details init.
FUEL CANOPY WALL CLADDING
15205 drawn date
MH JUNE 2016
SERVICE STATION
ROOF 8 DECORATIVE WALL SHEETING IN TENANT
SITE BOUNDARY
SITE BOUNDARY
checked date
14850 SPECIFIC COLOUR TH JUNE 2016
verified date
SB JUNE 2016
9 CONCRETE PANEL WITH EXPRESSED
JOINTS PAINTED DVWHITE scale
GROUND
10500 0 1.0 2 3 5m
10 CANTILEVER AWNINGS
3500
COLOURBOND FASCIAS - BLACK AND WHITE
STAIR BIKE RACKS WATER TANKS
LOWER GROUND ELEVATIONS 01
7000
11 GENERIC RETAIL GRAPHIC PANELS TO CREATE
ACTIVATION
scale project no.
NORTH WEST - ELEVATION 12
12/07/2016 2:31:56 PM
4
DA02
PHOTOVOLTAIC PANEL As indicated 16.0122.17
1 : 100
sheet no. revision
DA03 5
original sheet size - A1 (594mm x 841mm)
Page 19
1 2 5 8 4 12 3 10
7m HIGH PYLON SIGN NON-ILLUMINATED FASCIA Telephone +61 7 3840 9999
REFER TO DA01 [email protected]
FUEL CANOPY 128 Robertson Street
850
15205
Fortitude Valley
Qld 4006 Australia
SERVICE STATION thomsonadsett.com
SITE BOUNDARY
ROOF
SITE BOUNDARY
5550
14850 © Copyright
4710
4350
These drawings and designs and the copyright
therof are the property of Thomson Adsett Pty
STAIR Ltd and must not be used, retained or copied
without written permission of Thomson Adsett
Pty Ltd. ABN 76 105 314 654 Trading as
GREEN WALL GROUND ThomsonAdsett. Dimensions take precedence
over scaling. Do not measure off drawings as
10500 print sizes may vary
NATURAL GR
OUND LEVEL NOOSA ENERGY
LOWER GROUND
7000
CENTRE
1 NORTH EAST - ELEVATION 140-142 EUMUNDI - NOOSA RAOD,
DA02 NOOSAVILLE, QLD 4566
1 : 100
10 3 12 1 2 5 for
NON-ILLUMINATED FASCIA 7m HIGH PYLON SIGN DENMAC NOMINEES PTY LTD
REFER TO DA01
FUEL CANOPY
850
15205
SERVICE STATION
ROOF
SITE BOUNDARY
SITE BOUNDARY
5550
14850
4710
4350
GROUND
10500
UND LEVEL
RAIN WATER TANK NATURAL GRO
LOWER GROUND
7000
2 SOUTH WEST - ELEVATION
DA02
1 : 100
4 12/07/2016 UPDATE MH
P:\RET\16.0122.17 - NOOSA ENERGY CENTRE\2_Design\9_Revit\16.0122.17 Noosa Energy Centre.rvt
3 28/06/2016 UPDATE MH
2 16/06/2016 UPDATE MH
1 15/06/2016 PRELIMINARY ISSUE MH
rev date details init.
drawn date
MH JUNE 2016
checked date
TH JUNE 2016
verified date
SB JUNE 2016
scale
0 1.0 2 3 5m
ELEVATIONS 02
scale project no.
12/07/2016 2:34:42 PM
SOUTH EAST - PERSECTIVE NORTH WEST - PERSECTIVE 1 : 100 16.0122.17
sheet no. revision
DA04 4
original sheet size - A1 (594mm x 841mm)
Page 20
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
APPENDIX C
PRELIMINARY EARTHWORKS LAYOUT PLAN B16239-CSK01
PRELIMINARY SERVICES LAYOUT PLAN B16239-CSK02
DETAILS SHEET B16239-CSK03
Page 21
4
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LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Page 22
S
3
RP173876
Block Building
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-
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---
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WM
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DETENTION
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1 STORAGE
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RP173876
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LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
Page 23
LAMBERT & REHBEIN
ENGINEERS MANAGERS SCIENTISTS
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DETENTION & TREATMENT
TANK - REFER Dwg.
LA Ly - B16239-CSK02 FOR
DATUM RL. 3 DETAILS
4:10
PROPOSED
= PAVEMENT =
PRELIMINA RY ADJACENT BUILDING a o ADJACENT BUILDING
0 SHOWN INDICATIVELY a2 a SHOWN INDICATIVELY
CONCEPT ONLY y, ONLY
DRAWING ONLY 7
= ERE KA KAKAKAKAKAKA KA KAKAKEKAKAKAKAKAKKAKKAKAKAKAKAKKAEKEEKKEKKKAKKAKKEKKEKEKXKKKKKKKKKKKKKKKKKKKKKKXKKKXXKAXQY | Z- - - -
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CONSTRUCTION AYE aaa
EXISTING SERVICES
NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT SECTION
BE SHOWN ON THESE DRAWINGS, NO RESPONSIBILITY IS TAKEN 0 1 2 3m
BY THE ENGINEER OR THE PRINCIPAL FOR THIS INFORMATION 1:10
WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE
PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL SCALE 1: 100
ASCERTAIN THE POSITION OF ALL UNDERGROUND SERVICES PRIOR :
TO EXCAVATION AND SHALL BE RESPONSIBLE FOR THE COST OF
REPAIRS TO DAMAGES CAUSED AS A RESULT OF THE WORKS.
Associated Consultants: R.P.D. Project: DROPOSED NOOSA ENERGY CENTRE Client:
MAX WATTERSON +ASSOCIATES Lots 2. on RP173876 2 LAMBERT & REHBEIN DENMARK NOMINEES PTY LTD
CONSULTING SURVEYORS & PLANNERS Local Govt: Noosa S.C. 140-142 EUMUNDI NOOSA ROAD,
12 MAPLE STREET PH (07) 54426121 Locality: Noosaville ~\ ENGINEERS * MANAGERS « SCIENTISTS NOOSAVILLE Draftsperson: Checked: Sheet | Drawing No.
PO BOX 639 Emai: [email protected] R.T. K.H. Size
COOROY QLD LEVEL DATUM CBD HOUSE TELEPHONE (07) 3250 9000 Title :
A.H.D. Derived B 14.07.16 S.G. FOR DA APPAROVAL LEVEL 3, 120 WICKHAM STREET FACSIMILE (07) 3250 9001 DETAILS Designer: aero Na: eee _-
Origin: PM107833 FORTITUDE VALLEY QLD 4006 EMAIL [email protected] R.T. 0
RL: 2.730 A {08-07-16 | R.T. | ORIGINAL ISSUE P.O, BOX 112 FORTITUDE VALLEY QLD 4006 *
THIS DESIGN AND DRAWING IS COPYRIGHT. NO PART OF THIS DRAWING MAY BE REPRODUCED, STORED IN A RETRIEVAL A-C.N. 010 451 902 “Ss AS SHOWN Date: JUN 2016 B
SYSTEM OR TRANSMITTED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF LAMBERT AND REHBEIN PTY LTD | No. Date By Amendment Checked
Page 24
LAMBERT & REHBEIN
ENGINEERS • MANAGERS • SCIENTISTS
APPENDIX D
EXISTING SERVICES CODE
EARTHWORKS CODE
WATER SUPPLY AND SEWERAGE RETICULATION CODE
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EXISTING SERVICES CODE
SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
Setbacks and easements S1.1
O1 The footing of any structure or The proposed development will not
building is located clear of the zone impact on existing services.
Development near a sewer, water of influence but no closer than 1.5m
main, stormwater drain, overland flow (measured horizontally) from Refer to Engineering Services Report
path or associated structure does infrastructure including sewers, water B16239CR001 and Stormwater
not— mains and stormwater structures; Management Plan B16239CR002
prepared by Lambert & Rehbein.
(a) adversely affect the function of the AND
service;
(b) place an additional load on the S1.2
service; and
No building or structure overhangs
(c) unduly increase future the zone of influence;
maintenance costs.
AND
S1.3
Finished surface levels maintain a
minimum of 600mm of cover, but no
greater than 3m of cover to the
underground infrastructure;
AND
S1.4
If the existing surface level is altered,
surface level services including
manholes and inspection points are
altered to match the new surface
level;
AND
S1.5
Alterations are constructed in
accordance withPSP6 –Engineering
Design Standards — Water and
Sewerage and Section 4 of PSP5 –
Engineering Design Standards –
Roads, Drainage and Earthworks;
OR
S1.6
Existing services are relocated and
the design and construction of the
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
relocated services is in accordance
with PSP6 –Engineering Design
Standards — Water and Sewerage
and Section 4 of PSP5 –Engineering
Design Standards – Roads, Drainage
and Earthworks.
O2 S2.1
Maintenance access is provided to all A registered easement in favour of Maintenance access will be provided.
sewers, water mains, stormwater Council is created over all
drains, overland flow paths and underground infrastructure located in
associated structures. private property;
AND
S2.2
The width of the easement is the
greater of 3m or the width of the zone
of influence;
AND
S2.3
The easement is centred over the
centreline of the infrastructure.
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EARTHWORKS CODE 1
SPECIFIC OUTCOMES ACCEPTABLE SOLUTIONS RESPONSE
14.120 Effects of works
Drainage S1.1
O1 The finished surface gradient of any Site runoff will be collected by pits
filled or excavated area is within the and pipes and will discharge to the
Finished surface levels ensure land is range 0.5% to 1.5% and drains to existing stormwater infrastructure in
free draining. Council’s stormwater infrastructure Project Avenue. Surface runoff in
where available or where stormwater excess of this will grade to the rear of
infrastructure is not available, toward the site towards Project Avenue.
the street.
Refer to Engineering Services Report
B16239CR001 prepared by Lambert
& Rehbein.
Hydraulics No solution provided. Site runoff will be attenuated to pre-
developed conditions.
O2
Any change to the level of the land
does not have an adverse flooding Refer to Stormwater Management
impact on the flooding and drainage Plan B16239CR002 prepared by
characteristics off-site. Lambert & Rehbein.
Geotechnical considerations For assessable development— Filling will be in accordance with
AS3798 and Council Guidelines.
O3 S3.1
Earthworks do not result in Filling works are undertaken in
geotechnical instability on the accordance with Section 2.8- Filling
premises or nearby premises. of Site of Council’s PSP5 -
Engineering Design Standards-
Roads and Drainage & Earthworks
AND
S3.2
Where the filling is for residential
commercial or industrial purposes the
works comply with Sections 3 to 6 of
AS 3798 - Guidelines for earthworks
on commercial & residential
development.
Local amenity S4.1 Erosion & Sediment control will be
implemented during construction.
O4 The following control measures are
implemented - The appointed contractor will monitor
Earthworks do not cause disturbance works during construction.
to the amenity of the neighbouring (a) regular water spraying of exposed
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SPECIFIC OUTCOMES ACCEPTABLE SOLUTIONS RESPONSE
land. areas to suppress dust;
(b) provision of dust stabilised or
sealed internal roads;
(c) protective covering of exposed
areas that are left for more than 2
weeks; and
(d) if there is no valid development
permit for the site, disturbed areas
are revegetated using species
identified in PSP3 - Landscaping
Plants and Guidelines;
AND
S4.2
Earthworks are undertaken only
during the hours of 7am to 6pm,
Monday to Friday and 7am to 6pm on
Saturday. No work is undertaken on
Sunday or public holidays.
Vegetative Waste S5.1 Any clearing of vegetation will comply
with Council’s Guidelines and be
O5 Cleared vegetation is transported off- carried out in an environmentally
site for disposal in an approved green responsible manner.
Vegetation cleared from a waste disposal facility;
development site is disposed of in an
environmentally responsible manner. OR
S5.2
Cleared vegetation is mulched on-
site and reused for landscaping of the
finished development;
OR
S5.3
Cleared vegetation is disposed of for
the purpose of firewood. (Note:
Disposal of vegetative waste by
burning off is not an acceptable
method of disposal).
Managing contamination risk S6.1 Clean fill will be used.
O6 The fill material is solid clean earth,
free of putrescible or refuse material,
Materials used as fill are suitable forvegetation, acid sulfate soils, building
development of the land and filling or or construction material or other
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SPECIFIC OUTCOMES ACCEPTABLE SOLUTIONS RESPONSE
excavation works do not result in the material or contaminants;
contamination of land.
AND
S6.2
The site is not on the contaminated
land register.
Haulage activity and amenity No solution provided. To be managed by the contractor
during construction.
O7
Haulage of material to and from a site
ensures—
(a) minimal disturbance to
neighbouring properties and
properties along the haulage
route; and
(b) council’s road infrastructure
including pavements is not
adversely affected.
Extent of earthworks S8.1 Earthworks will be contained within
the subject site.
O8 All earthworks, including cut and fill
batters, retaining walls etc. are
Earthworks are contained within the contained within the subject site.
subject property.
Sloping sites S9.1 The proposed development will
require filling up to 3.25m to facilitate
O9 Cut or fill is less than 2m in depth the service station carpark.
relative to the natural ground surface.
On sloping sites, excavation or filling Refer to Engineering Services Report
are designed to maximise the use of B16239CR001 prepared by Lambert
natural slope and minimise the need & Rehbein.
for cut and fill.
Environmental protection No solution provided. N/A
O10
Earthworks minimise any adverse
impact upon groundwater,
watercourses, drainage lines,
wetlands, and native vegetation.
Dams S11.1 N/A
O11 Where the site is in the Rural Zone—
Dam location and construction does (a) the land has a slope of less than
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SPECIFIC OUTCOMES ACCEPTABLE SOLUTIONS RESPONSE
not impact upon neighbouring 25% (1:4);
properties in terms of— (b) the earthworks including cut and
fill batters and retaining walls are
(a) hydrology;
setback a minimum of 50m from
(b) alteration of existing overland the property boundary; and
flowpaths and patterns;
(c) the size of the lot is greater than 5
(c) landslide or failure of dam wall; Hectares.
and
AND
(d) effluent disposal areas.
S11.2
Where the site is in the Rural
Settlement Zone or the Rural Zone
where the lot is less than 5
Hectares—
(a) the land has a slope of less than
1:6; and
(b) the earthworks including cut and
fill batters and retaining walls are
setback a minimum of 20m from
the property boundary; and
(c) involving less than 500m3 of
material;
AND
S11.3
For all other zones—
No solution provided.
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WATER SUPPLY AND SEWERAGE RETICULATION CODE
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (IF COMMENTS
CODE ASSESSABLE)
14.164 Design and construction (water)
O1 Water supply infrastructure— S1.1 Water supply infrastructure is A water service and meter will be
designed in accordance with provided for the proposed
a) meets the needs of the users; PSP6 – Engineering Design development.
Standards — Water and
b) is designed to be compatible Refer to Engineering Services
Sewerage and As Constructed
with existing infrastructure; Report B16239CR001 prepared
data submitted in accordance
and by Lambert & Rehbein.
with PSP6 – Engineering
c) is designed using materials Design Standards — Water
that are suitable for the use, and Sewerage.
durable, easy to maintain and
cost effective, taking into
account the whole of life cycle
cost and Council’s
maintenance inventory.
O2 Water supply infrastructure is S2.1 Water supply infrastructure is Construction is to be in
constructed— constructed in accordance with accordance with the SEQ Code.
PSP6 – Engineering Design
a) in accordance with Standards — Water and
appropriate engineering Sewerage;
standards; and
S2.2 Erosion and sediment control
b) to minimise adverse measures are designed and
environmental impacts. implemented in accordance
with the Institution of Engineers
Australia (Queensland Division)
Soil Erosion and Sediment
Control - Guidelines for
Queensland Construction
Sites.
O3 Water supply infrastructure is No solution provided. Connection approval will be
proven to be suitable for its use sought from Unity Water.
prior to Council accepting the
dedicated asset.
O4 Water supply infrastructure is No solution provided. N/A
provided with all supporting
technical documentation.
O5 Where buildings or other S5.1 The footing of any building or N/A
structures are in proximity to structure is located clear of the
State or Council’s water supply zone of influence but no closer
infrastructure, provision is than 1.5m (measured
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS (IF COMMENTS
CODE ASSESSABLE)
made to protect the horizontally) from infrastructure
infrastructure from physical including sewers, water mains
damage and to allow ongoing and stormwater structures;
maintenance by Council.
S5.2 A registered easement in
favour of Council is created
over all underground
infrastructure located in private
property;
S5.3 The width of the easement is
the greater of 3m or the width
of the zone of influence;
S5.4 The easement is centred over
the centreline of the
infrastructure.
O6 Alignment of water supply S6.1 Infrastructure is designed and The proposed water service and
infrastructure allows for easy constructed on the preferred meter will be positioned to be
access for the ongoing alignments in accordance with accessible.
maintenance by Council. PSP6 Engineering Design
Standards – Water and
Sewerage.
O7 Any alterations or repairs to S7.1 Any alterations or repair to The works required for connection
infrastructure as a result of the infrastructure as a result of the will be completed at the developers’
development are made at no development are completed at expense.
cost to Council. the developer’s expense.
14.165 Design and construction (sewer)
O8 Sewerage reticulation S8.1 Sewerage reticulation Refer to the Engineering
infrastructure— infrastructure is designed in Services Report B16239CR001
accordance with PSP6 prepared by Lambert & Rehbein.
a) meets the needs of the users; Engineering Design Standards
– Water and Sewerage.
b) is designed to be compatible
with existing infrastructure;
and
c) is designed using materials
that are suitable of the use,
durable, easy to maintain and
cost effective, taking into
account the whole of life cycle
cost and Council’s
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS (IF COMMENTS
CODE ASSESSABLE)
maintenance inventory.
O9 Sewerage reticulation S9.1 Sewerage reticulation The proposed sewer property
infrastructure is constructed— infrastructure is constructed in connection will be constructed in
accordance with PSP6 – accordance with the SEQ Code.
a) in accordance with Engineering Design Standards
appropriate engineering — Water and Sewerage and
standards; and As Constructed data submitted
in accordance with PSP6 –
b) to minimise adverse
Engineering Design Standards
environmental impacts
— Water and Sewerage;
S9.2 Erosion and sediment control
measures are designed and
implemented in accordance
with the Institution of Engineers
Australia (Queensland Division)
Soil Erosion and Sediment
Control - Guidelines for
Queensland Construction
Sites.
O10 Sewerage reticulation No solution provided. Connection approval will be sought
infrastructure is proven to be with Unity Water.
suitable for its use prior to
Council accepting the
dedicated asset.
O11 Sewerage reticulation No solution provided. N/A
infrastructure is provided with
all supporting technical
documentation.
O12 Where buildings or other S12.1 The footing of any structure N/A
structures are developed or building is located clear of
adjacent to Council’s sewerage the zone of influence but no
reticulation infrastructure, closer than 1.5m (measured
satisfactory provision is made horizontally) from infrastructure
to protect the infrastructure including sewers, water mains
from physical damage and to and stormwater structures;
allow ongoing maintenance by
Council. S12.2 A registered easement in
favour of Council is created
over all underground
infrastructure located in private
property;
S12.3 The width of the easement is
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS (IF COMMENTS
CODE ASSESSABLE)
the greater of 3m or the width
of the zone of influence;
S12.4 The easement is centred
over the centreline of the
infrastructure.
O13 Alignment of sewerage S13.1 Infrastructure is constructed Maintenance access will be
reticulation infrastructure is to allow on the preferred alignments in provided.
for easy access for the ongoing accordance with PSP6 –
maintenance by Council. Engineering Design Standards —
Water and Sewerage.
O14 Any alterations or repairs to S14.1 Any alterations or repair to The works required for connection
infrastructure as a result of the infrastructure as a result of the will be completed at the developers’
development are made at no cost to development are completed at the expense.
Council. developer’s expense.
iv