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Attachment 4 - Engineering Report · MCU18/0015
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Page 2
PRELIMINARY
ENGINEERING REPORT
Proposed Development
at
27 Attunga Heights, Noosa Heads
Lot 27 on RP 89506
for
David Neate
C5756/17/ENG REVISION A
January 2017
JW/jl
Prepared by WALSH PROFESSIONAL ENGINEERS ABN 39 611 482 716
- Civil Engineering
- Project Management
Suite 15 – 72 Wises Road, Maroochydore Qld 4558
P. O. Box 5512
Maroochydore BC Qld 4558
Telephone: (07) 5443 4443
Facsimile: (07) 5443 5855
e-mail: [email protected]
The content of this document is provided in strict commercial confidence. The content of this
document shall not be disclosed to any third party, without the express written authority of
Walsh Professional Engineers.
Document Control
Revision C5756/15/ENG-REV A - Authorised for Issue
Author Signature
No. Date Reviewer Signature Document Status
Orig Nov 2015 Justin Walsh Justin Walsh P
A Jan 2017 Justin Walsh Justin Walsh
R - Revision F – Final A - Approval P - Preliminary
Page 3
- CONTENTS - 1.0 INTRODUCTION ....................................................................................... 1 2.0 SITE DESCRIPTION .................................................................................. 1 3.0 PROPOSED DEVELOPMENT APPLICATION .................................... 2 4.0 ACCESS ....................................................................................................... 2 5.0 PEDESTRIAN CONNECTIVITY............................................................. 2 6.0 STORMWATER MANAGEMENT.......................................................... 2 6.1 Stormwater Connection .............................................................................. 2 6.2 Legal Point of Discharge............................................................................. 3 6.3 Stormwater Quantity Management ........................................................... 3 6.3.1 Time of Concentration – Pre/Post Developed ......................................... 3 6.3.2 Pre/Post Developed Discharge ................................................................. 3 6.3.3 Catchment Details ....................................................................................... 4 6.4 Stormwater Quality Management ............................................................. 5 7.0 SEWERAGE RETICULATION ................................................................ 6 8.0 WATER SUPPLY ........................................................................................ 7 9.0 ELECTRICITY AND TELECOMMUNICATIONS ............................... 7 10.0 GEOTECHNICAL ...................................................................................... 7 11.0 EARTHWORKS ......................................................................................... 8 12.0 CONCLUSION ........................................................................................... 8 APPENDICES APPENDIX A - Locality Plan APPENDIX B - Development Layout Plan APPENDIX C - Preliminary Engineering Drawings APPENDIX D - Dial Before You Dig (DBYD) Search APPENDIX E - Stormwater Attenuation Spreadsheets
Page 4
1.0 INTRODUCTION
Walsh Professional Engineers was commissioned by Innovative Planning
Solutions, on behalf of David Neate, to prepare a Preliminary Engineering Report
to support a Development Application to the Noosa Shire Council.
This report addresses the engineering issues associated with the civil design and
construction of the proposed development.
The individual areas of civil design and construction addressed include:
Access
Pedestrian Connectivity
Stormwater Management
Sewerage Reticulation
Water Supply
Electricity and Telecommunications
Geotechnical
Earthworks
This report concludes that there are no major engineering constraints or
impediments to the proposed development that cannot be overcome with sound
engineering design.
2.0 SITE DESCRIPTION
The subject site is located at 27 Attunga Heights, Noosa Heads and is legally
described as Lot 27 on RP 89506. The land has an area of 1.802ha and contains an
existing residential dwelling and associated infrastructure (to be removed). To
the south the site has a frontage of approximately 18.3 metres to the residential
street of Attunga Heights Road. The remaining perimeter is bordered by existing
tourist development, to the west (Picture Point Crescent), east (Alma Way) and
to the north (Halse Lane).
The subject site generally slopes east north east from a ridge that runs along the
western boundary and Attunga Heights towards Alma Way. Slope varies from
20% up to 60%. Elevations range from approximately RL 58m AHD at the
Attunga Heights Access point to approximately RL 8m at the existing gully
located towards the north-east corner.
There is an existing drainage gully which flows in a northerly direction, snaking
along the eastern boundary. The existing gully has an upstream external
catchment.
A site locality plan and aerial photograph are included within Appendix A.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 1
January 2017 JW/jl
Page 5
3.0 PROPOSED DEVELOPMENT APPLICATION
The application is a Development Permit for a Reconfiguration of a Lot – 1 into 4
lots and a Material Change of Use – 3 detached houses plus 12 dwelling units.
4.0 ACCESS
Access to the proposed development will primarily (Apartments 1 to 12 and the
proposed residential allotment) be taken from the end of the existing Attunga
Heights cul-de-sac head via a new 5.5m wide concrete driveway. Although the
driveway will be privately owned (body corporate), longitudinal grades have
been designed to accord with the requirements of the Noosa Shire Council
Planning Scheme Policy No. 5 for an ‘Access Road’ classification, thereby
providing suitable access and egress for Council’s waste collection vehicles. A
‘tee head’ turnaround in accordance with Queensland Streets is proposed at the
end of the entry driveway to enable vehicles to perform a three point turn as
required.
Access for Lots 3 and 4 will be taken from the existing Alma Way road
construction located within the Peppers Noosa Resort & Villas development.
Existing access easements (and rights) exist to facilitate this arrangement.
The proposed access driveway locations and preliminary longitudinal and cross
sections are shown on the Preliminary Engineering Drawings contained within
Appendix C.
5.0 PEDESTRIAN CONNECTIVITY
Pedestrian connectivity is readily available to Noosa Heads. There is an existing
gravel walking track that commences at Attunga Heights Road and extends
down Picture Point Crescent onto Noosa Drive. The proposed development will
maintain direct access to this walking track.
6.0 STORMWATER MANAGEMENT
6.1 Stormwater Connection
The existing Gully that snakes the eastern boundary, flowing in a northerly
direction, currently receives runoff from the site via sheet flow. There is no
stormwater infrastructure available within the site to allow direct connection to
council piped network.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 2
January 2017 JW/jl
Page 6
6.2 Legal Point of Discharge
This existing natural drainage gully is considered to represent the legal point of
discharge for the proposed development.
6.3 Stormwater Quantity Management
The site will be subject to limited development works and is expected to contain
≤ 25% total impervious area in the post developed case (up from 0%) which will
result in a slight increase to peak discharge of stormwater runoff leaving the site.
Non-worsening of peak discharge will be achieved by providing a combined
rainwater attenuation/reuse tank for each proposed new lot with connection to
be made to roof areas only. Stormwater runoff generated over the proposed
access driveway will discharge unattenuated to the existing discharge point.
Roof water runoff will effectively be ‘over-attenuated’ to compensate for those
areas of the site not subject to detention measures.
Balance areas of the site not subject to development works have not been
considered in attenuation calculations.
6.3.1 Time of Concentration – Pre/Post Developed
Stormwater runoff from the pre-developed site is generally directed to the
central gully as sheet and channel flow. This flow regime will be
maintained in the developed case.
A pre-developed TOC of 10mins has been adopted for each sub-catchment
within the site. Given the steep topography of the site, this is considered a
conservative estimate.
A post developed TOC of 6 minutes (5 minute standard inlet time + 1
minute piped flow) has been adopted for all sub-catchments for the
developed case.
6.3.2 Pre/Post Developed Discharge
A Microsoft Excel spreadsheet has been prepared for each sub-catchment
which quantifies pre-developed and post-developed (detained) runoff
volumes. Refer to Appendix E for screenshots detailing inputs and results
of the proposed attenuation measures.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 3
January 2017 JW/jl
Page 7
6.3.3 Catchment Details
Please refer to Table 6.3.3a for details of the post developed catchments
considered in stormwater quantity calculations. A total of seventeen (17)
sub-catchments were analysed in order to determine a single suitably
sized tank/orifice-outlet configuration. A 5.0kL tank combined with a
50mm low flow orifice was found to adequately control discharge for all
townhouse sub-catchments examined.
A 5.0kL tank combined with a 55mm low flow orifice was found to
adequately control discharge for the proposed residential lot.
Table 6.3.3a Catchment and Tank Details
Town Roof Area Road Area Total Tank Vol Orifice Stage
House (m²) (m²) Area (m²) (KL) Dia (mm) Depth (mm)
1 175 134.25 309.25 5.0 50 1913
2 165 134.25 299.25 5.0 50 1754
3 165 134.25 299.25 5.0 50 1754
4 165 134.25 299.25 5.0 50 1754
5 175 134.25 309.25 5.0 50 1913
6 175 134.25 309.25 5.0 50 1913
7 175 134.25 309.25 5.0 50 1913
8 175 134.25 309.25 5.0 50 1913
9 175 134.25 309.25 5.0 50 1913
10 175 134.25 309.25 5.0 50 1913
11 160 134.25 294.25 5.0 50 1675
12 160 134.25 294.25 5.0 50 1675
13 160 67.00 227.00 5.0 50 1675
14 160 67.00 227.00 5.0 50 1675
15 160 63.50 223.50 5.0 50 1675
16 160 63.50 223.50 5.0 50 1675
Res Lot 200* 0.00 200* 5.0 55 1927
*Assumed roof area. To be confirmed when development plans are made
available.
Please note that roof/driveway catchment details are based on
preliminary architectural plans and may be subject to refinement at the
OPW design stage.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 4
January 2017 JW/jl
Page 8
Flows up to and including the major Q100 storm event will be conveyed
to and attenuated by the proposed attenuation tanks. Inspection of Excel
screenshots (Appendix E) demonstrates that attenuation of stormwater
runoff to pre-developed levels is achievable for all proposed sub-
catchments.
A total attenuation volume of 5kL will be required under covenant for
each proposed townhouse/residential dwelling with a further 3kL of
storage to be made available for indoor non-potable and outdoor
irrigation reuse (8kL total) with low flow pipes sized to provide non-
worsening of peak discharge volumes for a range of storm events.
Please refer to the attached engineering drawings in Appendix C for
locations and details of proposed attenuation measures.
6.4 Stormwater Quality Management
The site currently consists of 100% pervious land with significant tree/shrub
cover. The proposed development will result in ≤ 25% of the site area becoming
impervious, typically made up of roof and hardstand/road areas.
For the purposes of stormwater quality management, the following design
standards have been considered;
Table 3.4 – Desired Standard of Service – Stormwater Management
– Noosa Priority Infrastructure Plan
Table 14-61 – Water Sensitive Design Code – The Noosa Plan
Table 2 – Implementation Guideline No. 7 - South East Queensland
Regional Plan.
The proposed development will result in ≤ 25% of the site being covered by
impervious surfaces. In accordance with Item 3 – Table 2 – Design Objectives for
Urban Stormwater Management – Implementation Guideline No. 7 - SEQ Regional
Plan the development is exempt from pollutant load reduction targets provided;
Stormwater from all impervious areas is captured and managed prior to
discharge
Management of captured stormwater includes reuse of stormwater and
/or infiltration of stormwater to native soils.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 5
January 2017 JW/jl
Page 9
In order to comply with the above conditions, it is proposed to direct all roof
runoff to rainwater attenuation/reuse tanks. A 5kL rainwater detention tank will
be provided for each new dwelling (covenant requirement) for stormwater
attenuation as per the previous section, with a second tank with capacity of 3kL
provided for indoor non-potable and outdoor irrigation reuse.
Access driveway runoff will be directed to Rapid Infiltration Pits (RIP’s) for
minor event treatment, with major event overflow discharging via a stabilised
level spreader into the existing gully within the site.
Please refer to the attached preliminary engineering drawings for details and
locations of the proposed RIP’s.
An 1800mm diameter x 1700mm RIP is proposed to accept discharge from each
access driveway sub-catchment. Where required, pits will be linked by overflow
pipework which will discharge major storm event runoff to the existing
waterway via a stabilised level spreader.
Please refer to the attached engineering drawings in Appendix C for locations of
the rainwater tanks and rapid infiltration pits.
This approach is considered to satisfy the requirements of the above listed State
and Council guidelines.
7.0 SEWERAGE RETICULATION
Proposed units 1-12 will be connected to reticulated sewer via an internal gravity
sewer network than will connect to the existing manhole SM2668739 in Picture
Point Crescent with an Invert level of 19.35m AHD (from UW records).
Proposed Lot 2 can readily connect to existing manhole SM2670601 located just
outside of north-east boundary. Similarly, proposed Lot 3 can be serviced by the
existing manhole SM2670583 located in Alma Way.
It is proposed that Lot 4 be serviced by a privately owned packaged pump
station with macerator, which will lift effluent to the existing manhole in Alma
Way, SM2670588. Adjacent gravity reticulation is approximately 3-5m above
expected lot finished floor levels.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 6
January 2017 JW/jl
Page 10
8.0 WATER SUPPLY
Mains water supply is readily available for all proposed units and the residential
allotments.
An internal 100mm main (including fire service) will be provided internally for
units 1-12 with connection for the main taken from Attunga Heights. The internal
main will have a single body corporate meter for the 100mm connection with
internal metering undertaken for each unit.
Proposed Lot 2 will be serviced by a single water service from Attunga Heights.
Lots 3 and 4 can be readily serviced from existing water mains located in Alma
Way.
A preliminary layout of the proposed water reticulation is shown within
Appendix C, Preliminary Engineering Drawings.
9.0 ELECTRICITY AND TELECOMMUNICATIONS
Electrical and communications supply is readily available in Attunga Heights
from existing overhead supply for proposed Lot 2 and units 1-12.
Lots 3 and 4 can be connected to existing underground power and
communications located in Alma Way.
10.0 GEOTECHNICAL
A comprehensive geotechnical report has been prepared for the subject site by
Golders Associates to support the Reconfiguration of a Lot Application and is
included in the Town Planning Application. The report discusses surface and
subsurface conditions, and foundation conditions, footing systems, earthworks,
drainage issues and slope stability. The recommendations contained within the
report should be implemented throughout design and construction of both the
proposed development and subsequent design and construction of residential
dwellings.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 7
January 2017 JW/jl
Page 11
11.0 EARTHWORKS
Proposed earthworks are generally limited to that required for the construction
of the proposed access driveway (and associated drainage structures) and
proposed construction of infrastructure (sewer, water, electrical &
telecommunications). Due to the site slope, a detailed geotechnical report has
been prepared by Golder and Associates and should be referred to for site
specific recommendations and limitations.
12.0 CONCLUSION
The proposed development at 27 Attunga Heights Noosa Heads can be readily
serviced by existing infrastructure available at or near the subject site.
There are no constraints or impediments to the proposed residential
development that cannot be overcome by sound engineering design and best
practice construction methods.
______________________________________________________________________________
C5756/17/Engineering Report - 27 Attunga Heights, Noosa Heads 8
January 2017 JW/jl
Page 12
Appendix A Locality Plan
Page 13
(ob :c5756 ~~ DRAWING SCHEDULE )
(ORG No -) (DESCRIPTION )
5756/15/P20] { LOCALITY PLAN
(5756/15/P21 | | DEVELOPMENT LAYOUT PLAN
5756/15/P22 | | PRELIMINARY ROADWORKS & DRAINAGE LAYOUT
(5756/15/P23 || PRELIMINARY SEWER & WATER LAYOUT
C5756/15/P24 | | PRELIMINARY ENTRY DRIVEWAY LONGITUDINAL SECTION
(5756/15/P25 || PRELIMINARY ENTRY DRIVEWAY CROSS SECTIONS - SHEET 1 OF 3
C5756/15/P26 | | PRELIMINARY ENTRY DRIVEWAY CROSS SECTIONS - SHEET 2 OF 3
C5756/15/P27 || PRELIMINARY ENTRY DRIVEWAY CROSS SECTIONS - SHEET 3 OF 3
C5756/15/P28 } |_ PRELIMINARY DRIVEWAY 2 LONGITUDINAL & CROSS SECTIONS
pa AT ae
meen ael Wee
PROPERTY DESCRIPTION
Lot 27 on RP89506
27 Attunga Heights, Noosa Heads ya
; eet = Ht
Parish of Weyba
County of March 0 50 100 150 200 = 250m
L.G.A. = Noosa Shire Council bee Rt tt
SCALE 1:2500 A1, 1:5000 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: PROJECT DRAWING TITLE:
Drawn: A.C.N. 611 482 716 LOCALITY PLAN
PRELIMINARY Date: ‘ sir Wises Road, Maroochydore, QLD PROPOSED DEVELOPMENT (COURTESY OF INNOVATIVE PLANNING SOLUTIONS)
NOT FOR CONSTRUCTION }ox 5512, Maroochydore BC, Rowsiom sat
Tel (07) 5443 4443 Fax (07) 5443 5855 DRAWING No:
chested Ts (07 tes aaa Faxon 643855 | at 27 ATTUNGA HEIGHTS, NOOSA HEADS 5756/15/20 ae
Oe PROFESSIONAL ENGINEERS wet: http:/vww.WalshEng.net.au for DAVID NEATE © us en Coppi. Other Hen for the pouposes of wad sje tothe cones pressed onder he
a | 19017017 | MINOR LAYOUT CHANGES & TITLEBLOCK AMENDED FROMTATE PE.TOWALSHP.. | AL aw DIRECTOR APPROVAL Datum AHD compe, seorin'aF otherns wit
Rev | DATE DESCRIPTION By | CHKO RPEQ- 4665 ‘At SHEET SIZE FILENAME C5756-15°20<0g -OATE: 19/117- 1230p ~ XREFS [_ Council Ref Busineers. All enquiries should be di
Page 14
Appendix Development Layout Plan
Page 15
SCALE 1:500 At, 1:1000 A3 NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: - PROJECT: DEVEL OPMENT LAYOUT PLAN Drawn: AL AC.N. 611 482 716 PRELIMINARY ] __ Date: ocr 201s 15/72 Wises Road, Maroochydore, aLD | PROPOSED DEVELOPMENT NOT FOR CONSTRUCTION Fro on Baas tas eae On) 5a on Revision heat e ax : checked Te (0754 as Fax 07 8443 5885 } at 27 ATTUNGA HEIGHTS, NOOSA HEADS DRAWNS NO: C5756/15/P21 A ftw eels PROFESSIONAL ENGINEERS wet: http:/vww.WalshEng.net.au for DAVID NEATE © Ths len Coppi. Other then for the purposes of aad sje to the cations presi ander Ce A |rornorr] woRLAYOUT CHANGES eTTERLOcKAMENDED RONTATERE,TOWNLSHPE,| AL ow “TTY DIRECTOR APPROVAL Datum AD or ccpyites recording of othres) be repotced sored aa seta sete ok anomie? whee fh prey Rev | DATE DESCRIPTION py | cHKD RPEQ- 4665 At SHEET SIZE FLENANE CHTSEIS°2t On “DATE” TOIMT- tpn - AREFS:X 796 GASE PRELMINEW [_Councit Ref: Rieter. il exquties shoul te dyertt fo Takh Potsnal Riggers bt Wabh Professional
Page 16
Appendix C Preliminary Engineering Drawings
Page 17
r-PaaS
‘PROPOSED
LOoT3
“PROPOSED ~*=
~ TURNAROUND ~
TP 146.354
900sq TYPE D GALVANISED
LEGEND:
PROPOSED STORMWATER GULLY PIT
PROPOSED STORMWATER PIPE
e PROPOSED RAPID INFILTRATION PIT
° PROPOSED STORMWATER MANHOLE
o PROPOSED RAINWATER HARVESTING
(RE-USE) & DETENTION TANK
NOTE:
REFER TO TATE PROFESSIONAL ENGINEERS REPORT
C5756/15/ENG FOR DETAILS OF HYDRAULIC MODELLING
AND SIZE REQUIREMENTS OF RAPID INFILTRATION PITS
AND ATTENUATION/RE-USE TANKS.
PROPOSED
. ACCESS TO 2,
RESIDENTIAL
ALLOTMENT.
GRATE FIX WITH 2/M12 S/S
BOLTS.
SURFACE LEVEL VARIES REFER TABLE
¥v
ELE eee
i i
ay CONVERTOR SLAB & RISER
TO MANUFACTURERS SPEC.
? L
HDPE ROOFWATER INLET PIPE TO RAPID INFILTRATION PIT DIMENSIONS
HYDRAULIC CONSULTANTS DETAILS.
CMT TYPE PIT DIA (mm) | PIT DEPTH (mm)
DIAMETER AS SPECIFIED DRIVEWAY 1800 1700
IN TABLE
a
a
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By
a
| REMOVABLE BIDIMA14
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= WITH ROCK SPALLS.
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CLEAN COARSE SAND FILTER 75mm BASALT ROCKSPALLS
WRAPPED IN BIDIM 14 0 10 2 30 40 50m
GEOFABRIC
RAPID INFILTRATION PIT DETAIL SCALE 1:500 At, 1:1000 A3
NTS.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: - PROJECT: DRAWING TITLE:
Drawn: AL ACN. 611 482 716 PRELIMINARY ROADWORKS & DRAINAGE LAYOUT
PRELIMINARY Date: ocr 2015 15/72 Wises Road, Maroochydore, aLD | PROPOSED DEVELOPMENT
perroreasraco FO Eo Se oma ft rsa wa
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Checked Enaveeqnees@Wesntrenetan | at 27 ATTUNGA HEIGHTS, NOOSA HEADS DRAWINGNO: ©5756/15/P22 A lao
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Rev | DATE DESCRIPTION sy | cHKD RPEQ- 4665 "AI SHEET SIZE FLENAME C5166 1S?220nG DATE? TOIT: lpn » XReFe XSTSOGASE-PRELIM NEW [_ Council Ref Engineer A cuguen should be divested oy Mak. Frosssoual Bighseers ms Tb Taek Profesional
Page 18
LEGEND:
--O-s— —-
=<
—e-s—
—
EXISTING UNITYWATER SEWER
PROPOSED UNITYWATER SEWER
PROPOSED BODY CORPORATE SEWER
PROPOSED PRIVATE RISING MAIN
EXISTING UNITYWATER WATER
PROPOSED UNITYWATER WATER
PROPOSED BODY CORPORATE WATER
——S ==
PROVIDE PRIVATELY OWNED PACKAGE
——__PUMP STATION WITH RISING MAIN TO. ~
EXISTING MANHOLE SM2670588. 2
PROVIDE SEWER CONNECTION
TO SERVICE APARTMENTS 1-12.
a
PROVIDE WATER
CONNECTION TO
‘SERVICE LOT 4.
PROPOSED |
Lora ©
1,592m?
Ww
~—\. PROVIDE 150mm DIA SEWER MAIN
EXTENSION FROM EXISTING MANHOLE
$M2668739. EXISTING SL 20.65, IL 19.35. —= yy
SS ~
SS
__— PROVIDE NEW 150mm DIA SEWER LINE
& MANHOLE FROM EXISTING MANHOLE ~
$M2670583. EXISTING SL 23.22, IL 22.45.
—
PEPPERS NOOSA RESORT & VILLAS
PROVIDE SEWER
CONNECTION TO
SERVICE LOT 3.
PROVIDE WATER poof
CONNECTION TO
SERVICE LOT 3.
PROVIDE SEWER
CONNECTION TO
SERVICE LOT 2.
==
=
PROVIDE NEW 100mm DIA STUB CONNECTION os
TO EXISTING SM2670601, IL 36.04.
EXISTING MANHOLE SL 36.97, IL 35.99.
PROVIDE WATER CONNECTION
* TO SERVICE PROPOSED
* RESIDENTIAL ALLOTMENT.
PROVIDE GROUP TITLE WATER METER
TO SERVICE APARTMENTS 1-12.
30 40
|
SCALE 1:500 A1, 1:1000 A3.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.
A__| tgl0v2017 | WINOR LAYOUT CHANGES & TITLEBLOCK AMENDED FROM TATE PE, TOWALSHP., | AL
Rev | DATE
DESCRIPTION BY
CHKD
PRELIMINARY
NOT FOR CONSTRUCTION
DIRECTOR APPROVAL
RPEQ- 4665
Design:
Drawn:
Date:
Checked
AL
OCT 2015
WALSH
PROFESSIONAL ENGINEERS
Datum _AHD
ACN. 611 482 716
15/72 Wises Road, Maroochydore, QLD
PO Box 5512, Maroochydore BC, 4558
Tel (07) 5443 4443 Fax (07) 5443 5855
Email: [email protected]
Web: http://www. WalshEng.net.au
A‘ SHEET SIZE
FILENAME : C5756-1523.dug DATE: 19/1/17- 1:20pm - XREFS: X5756-BASE-PRELIM NEW
PROJECT:
PROPOSED DEVELOPMENT
at 27 ATTUNGA HEIGHTS, NOOSA HEADS
for DAVID NEATE
DRAWING TITLE:
PRELIMINARY SEWER & WATER LAYOUT
Sheet
4 of 9
Revision
C5756/15/P23 A
DRAWING No:
© This plon is Copyright. Other than for the purposes of and subject to the conditions prescribed under the
Copynight Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system of transmitted without the prior
[_ Council Ref
mitten permission of Walsh onal Engineers. All 1 property remains within Walsh Professional
Engineers, All enquiries should be directed to Takh Professional Bugineers,
Page 19
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NATURAL SURFACE /8)2/=/8/5) 8) ls/=| 8) 82/8) &) SIR/E/S|2/8/8/5/8) 8) BIS
LEVELS S\S| SSB) 8) Biss) S| SISiS| FS) SISiSiSisis|sis| 8 8/8
els) ef slzlslelslelelele 2 ele
glelx| gs! elelel gs) ssl} 8} sesisisisie|gis g s\s
CHAINAGE g/s| 8/8/5} 8) 8/8)8) 8) Beis) =) Seesisisisisjs) sg} SIE
S\Ni lsis| sf alsin} cs} al 8/8} & 8/8/5/S/S/8/8/8\ 8 8 IS
sla/ S{Ria} S| Bis/s) 8] SySiei S| SeiejFisieieie)e & QS
RAS R-A7.S R-20 R20 RA00R-50 R50
HC DATA ~ r 0 2 0 60 80 toom HORIZONTAL SCALE
4:1000 At, 1:2000 A3
Horiz. 1:1000 fore ff |
Vert. 1:100 VERTICAL SCALE
Q 2 4 8 8 10m 4:10 A1, 1.200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: - PROJECT: DRAWING TITLE:
Drawn: AL AC.N. 611 482 716 PRELIMINARY ENTRY DRIVEWAY LONGITUDINAL SECTION
t012017
TITLEBLOGK AMENDED FROM TATE PE, TO WALSH PE,
AL
REV
DATE
DESCRIPTION
BY
PRELIMINARY
NOT FOR CONSTRUCTION
DIRECTOR APPROVAL
RPEQ- 4665
Date: OCT 2015
WALSH
Checked
Datum _AHD
15/72 Wises Road, Maroochydore, QLD
PO Box 5512, Maroochydore BC, 4558
Tel (07) 5443 4443 Fax (07) 5443 5855,
Email: Engineers@WalshEng .net.au
PROFESSIONAL ENGINEERS web: hitp:/vww.WalshEng.net.au
PROPOSED DEVELOPMENT
for DAVID NEATE
‘At SHEET SIZE FILENAME : C5756-1524. dug -OATE: 19/117 12:10pm - XREFS
at 27 ATTUNGA HEIGHTS, NOOSA HEADS
DRAWING N Revision Sheet
Jo:
C5756/15/P24 A 5 of 8
© This plan i Copyright. Other then for the purposes of and subject fo fhe conditions prescribed under Ae
copyright Act, no fart-of 1 may in any form or by any means (electron, mechanical, nero copying, photo~
copsing, recording or otherwise) be reproduced, stored in a retrieval system of transmitted without the prior
written permission of Walsh Professional Engineers, all intellectual property remains within Walsh Professional
Engineers, All enquiries should be directed to Takh Professional Bugineers,
Council Ref:
Page 20
we 2 PROPOSED VEHICLE AND PEDESTRIAN | & BARRIER AS NECESSARY. PROPOSED RETAINING WALL TO STRUCTURAL ENGINEERS DETAILS, TYPICAL. DETAILED DESIGN PROVIDED AT OPW DESIGN STAGE. Grade Level 53.245 ae go RL.41.00 Ta Grade Level 49.405 40 R.L-50.00 Grade Level 55.659 67.263 _~— R.L.41.00 Grade Level 50.997 zd R.L.55.00 Grade Level 58.705 | 13.656 R.L.$7.00 Grade Level 59.657 & Sa 0 20 40 60 80 10.0m vs & ane a SCALE 1:100 A1, 1:200 A3 ~~ NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: - PROJECT: DRAWING TITLE: Drawn: A.C.N. 611 482 716 PRELIMINARY ENTRY DRIVEWAY CROSS SECTIONS PRELIMINARY | oes: corzns Wa [ S Hi A ort 402 6. rcochydore, ato | PROPOSED DEVELOPMENT PRELIMINARY NOT FOR CONSTRUCTION PO Box 5512, Maroochydore BC, 4558 Revision Sheet T(r sts aes rrr | at ATTUNGA HEIGHTS, NOOSA HEADS Checked Email: Engineers@WalshEng net au DRAWING No: _€5756/15/P25 A | bof 8 ceteeeeeees PROFESSIONAL ENGINEERS. wet: hito:www WalshEng.net.au © This plan i Copsnight. Other than for the purposes of and subject to the conditions prescribed unde | oir] smsstoccmeneo rourarene romans a lo Pee siccibaneeiggi — for DAVID NEATE Tne gs aa it a has 2 tay ach [Sea estat ad toe copying, recording or othervise) be reproduced, stored in a retvieval system or trausmitted without the prior ten permission of Walsh Professional Engineers, all iutellectusl property remains within Walsh Professional REV | DATE DESCRIPTION By | CHKD RPEQ- 4665 ‘At SHEET SIZE FILENAME : C5756-15-25-927 dug DATE: 19/17 - 12139 - XREF's Council Ref: Engineers. All enquiries should be diected fo Tabh Frofessfouel Euineers
Page 21
PROPOSED RETAINING WALL TO STRUCTURAL ENGINEERS DETAILS, TYPICAL. DETAILED DESIGN PROVIDED AT OPW DESIGN STAGE. 106.554 PROPOSED VEHICLE AND PEDESTRIAN BARRIER AS NECESSARY. PROPOSED RETAINING WALL TO STRUCTURAL ENGINEERS DETAILS, TYPICAL. DETAILED ee DESIGN PROVIDED AT OPW DESIGN STAGE. Grade Level 44.405 Grade Level 46.086 Grade Level 46.905 Grade Level 47.831 137.627 0 20 40 6.0 8.0 10.0m | SCALE 1:100 A1, 1:200 A3. Grade Level 42.202 Grade Level 42.423 Grade Level 43.060 NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. t9012017 TITLEBLOGK AMENDED FROM TATE PE, TO WALSH PE, AL Ww REV DATE DESCRIPTION BY PRELIMINARY NOT FOR CONSTRUCTION DIRECTOR APPROVAL RPEQ- 4665 PROJECT: PROPOSED DEVELOPMENT for DAVID NEATE Design: - Drawn: AL ACN. 611 482 716 Date: ocr 2018 15/72 Wises Road, Maroochydore, QLD PO Box 5512, Maroochydore BC, 4558 Tel (07) 5443 4443 Fax (07) 5443 5855 Checked: Email: Engineers@WalshEng net.au oe PROFESSIONAL ENGINEERS wet: hito:/www.WalshEng.net.au Datum AHD FLENANE CHTSOISPOSPZT On -ONTE” TOTNT-Tebon - REFS A‘ SHEET SIZE DRAWING TITLE: PRELIMINARY ENTRY DRIVEWAY CROSS SECTIONS at ATTUNGA HEIGHTS, NOOSA HEADS SHEET 2 OF 3 ; Revision Sheet DRAWING No: €5756/15/P26 A | To 8 Council Ref: © This plon is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copynight Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo copsing, recording or otherwise) be reproduced, stored in a retrieval system of transmitted without the prior written permission of Walsh Professional Engineers, all intellectual property remains within Walsh Professional neers, All enquiries should be directed to Takh Professional Bugineers,
Page 22
160.773 _ _§
Grade Level 41.122
220 _ LUO
Grade Level 37.030
PROPOSED VEHICLE AND PEDESTRIAN
RARER AS NECESSARY.
PROPOSED RETAINING WALL TO STRUCTURAL .
ENGINEERS DETAILS, TYPICAL. DETAILED
Be DESIGN PROVIDED AT OPW DESIGN STAGE. ~A
PROPOSED RETAINING WALL TO STRUCTURAL
ENGINEERS DETAILS, TYPICAL. DETAILED
DESIGN PROVIDED AT OPW DESIGN STAGE.
PROPOSED ‘TEE HEAD'
TURN-A-ROUND AREA.
160 __
200 __
Grade Level 38.030
146.354 ORS NA
wo 180 _
~AL 0 20 40 6.0 80 10.0m
~ SCALE 1:100 At, 1:200 A3 és
wo R184.00 169499 RBBB
Grade Level 41.905 Grade Level 40.919
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: - PROJECT: DRAWING TITLE:
Drawn: AL ACN. 611 482 716 PRELIMINARY ENTRY DRIVEWAY CROSS SECTIONS
PRELIMINARY Date: OcT 2015 15/72 Wises Road, Maroochydore, aLD | PROPOSED DEVELOPMENT SHEET 3 OF 3
NOT FOR CONSTRUCTION PO Box 5512, Maroochydore BC, 4558 Revision Sheet
checked ee es atonaseertae. | at ATTUNGA HEIGHTS, NOOSA HEADS DRAWINGNO: 65756/15/P27 A bof 8
OONOO eae ee eens PROFESSIONAL ENGINEERS. (wet: http:/www.WalshEng.net.au for DAVID NEATE © Ms pn Gopi Other Hen for the pupowes of ud eajet fo fhe onions presi onder fe
| reoieotr| smes.ocx aienoeo FON TATERETOWALSHPE a fo Po ciReCTOR MPPROVAL 7 Datum AnD or cops. rcrdng or other) be rpotied: stoped mn Tear) sen oneed tnt er
REV _| DATE DESCRIPTION By | cHKo RPEQ- 4665 ‘Al SHEET SIZE FILENAME OSTSEISP2SPOT aug. DATES TON Tel6on - REFS Coundll Ref: Rieter. il exquties shoul te dyertt fo Takh Potsnal Riggers bt Wabh Professional
Page 23
Grade Level 57.244 2 § s y Grade Level 56.994 / 3/2 go} 8 gg 28 qo ~~ > @ ma 3 é - af 2.4m Pye ae aR PAR ° 00 Grade Level 56.74. VC LENGTH A > ® PROPOSED VEHICLE AND PEDESTRIAN GRADE 5.000% a) " BARRIER AS NECESSARY. DATUM R.L.40.0 — PROPOSED RETAINING WALL TO STRUCTURAL, 3 8| 8 ENGINEERS DETAILS, TYPICAL. DETAILED 2 8 , CUT(-)/FILL(+) 8 3| 3 DESIGN PROVIDED AT OPW DESIGN STAGE. DESIGN SURFACE 8 3 8 LEVELS 8 85 NATURAL SURFACE § & = LEVELS 8 BL 2 8/8 CHAINAGE 8 s| 3 5.5m TYPICAL, s| s s &| & HC DATA - Horiz. 1:1000 TT Vert. 1:100 HORIZONTAL SCALE 0 20 40 60 80 100m 4900 at, 1:2000 a3 0 20 40 6.0 8.0 10.0m VERTICAL SCALE SCALE 1:100 A‘, 1:200 A3 oot ° 2 ‘ 8 8 1m 4100 At, 1:200 A3 § R.L-50.00 Grade Level 56.244 NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. f Design: - PROJECT: DRAWING TITLE: Drawn: AL ACN. 611 482 716 PRELIMINARY DRIVEWAY 2 LONG. & CROSS SECTIONS PRELIMINARY Date: ocr 2015 15/72 Wises Road, Maroochydore, aLD | PROPOSED DEVELOPMENT reece. PO ox 2. rondo Se reso] e ‘ax : pct To (7 44s 444 aor 448 5855 | at 27 ATTUNGA HEIGHTS, NOOSA HEADS DRAWNGNE:65756/15/P28 a leas anne PROFESSIONAL ENGINEERS web: hitp:/vww.WalshEng.net.au for DAVID NEATE ha Caporale We Gag peed wer | reoietr| smestock atenoeo Fou TATERE TOWALSHPE a fo Po ciReCTOR MPPROVAL 7 Datum AnD or Coppin recordag of other) be teprodced, seeds renal stem oy rangnited une the peer Rev | DATE DESCRIPTION sy | cHKD RPEQ- 4665 "Ai SHEET SIZE FLENAME C5156 15 P28.00y DATE: TANT TtTpm ” XREFS Council Ref: Engineer A cuguen should be divested oy Mak. Frosssoual Bighseers ms Tb Taek Profesional
Page 24
Appendix Dial Before You Dig (D.B.Y.D) Search
Page 25
Head Office: @ Ground Floor, 33 King Street Caboolture QLD 4510 Mailing Address: Unitywater PO Box 953, Caboolture QLD 4510 Serving you today, 1300 0 UNITY (1300 086 489) investing in tomorrow. www.unitywater.com ABN: 89 791 717 472 Company: Tate Professional Engineers Ptyu Ltd Address: PO BOX 1092 Mooloolaba QLD 4557 Date: 20/10/2015 Water/Sewer Infrastructure Plan - Detailed Request Details Your Reference _| C5756 Enquiry date 20/10/2015 Lot Number 27 Plan Number RP89506 Address 27 Attunga Hts, NOOSA HEADS, QLD 4567 Sequence No 1208624271 Thank you for your recent enquiry. Please find attached the plan for the above Lot and Plan as requested. If you have further questions, please call the Customer Service Centre on 1300 0 UNITY (1300 086 489). Alternatively, queries can also be emailed to [email protected] faithfully E— Matthew Bower Manager, Asset Management Page 1 of 1 Unitywater is a statutory authority that services the Moreton Bay, Sunshine Coast and Caz = Unitywater has certification to ES ISO 9001 Quality Management and = ISO 14001 Environmental Management. Noosa local authority areas on behalf of its citizens. It is governed by an independent board. Councils do not have control or direction over day to day operations.
Page 26
Head Office: @ Ground Floor, 33 King Street Caboolture QLD 4510 . Mailing Address: Unitywater PO Box 953, Caboolture QLD 4510 Serving you today, 1300 0 UNITY (1300 086 489) investing in tomorrow. www.unitywater.com ABN: 89 791 717 472 Detailed Infrastructure Plan Guide Unitywater’s Detailed Infrastructure Plans are now presented as two related documents. This approach replaces the previous single map from the 1/7/2014. The change makes Unitywater consistent with previous Council approaches, and also with other water utilities in the area. It also enables the capability to provide more information than was typically clearly shown on the previous approach, and will assist in reducing costs to customers. The first document, the map, shows the infrastructure location and identifies each asset with a unique identifier. The second document, containing tables of information, shows the attribute values for each unique identifier. The Unitywater officer preparing your map has identified the infrastructure that is relevant to the request. This is identified by the yellow outline on the map. The detail of infrastructure that falls within this outline is included in the second document containing the attribute values. When you want to find the details for a particular asset, identify the unique number of the asset on the map (within the yellow outline), and locate the relevant information in the table on the second document. Example of Map Document Example of Attribute Data ff © Pac wean " ° | Unitywater DIPS Asset Report “— Date:23/06/2014 free | Water Pressure Mains If you have further questions, please call the Customer Service Centre on 1300 0 UNITY (1300 086 489). Alternatively, queries can also be emailed to [email protected] faithfully E— Matthew Bower Manager, Asset Management Page 1 of 1 = Unitywater has certification to ISO 9001 Quality Management and = ISO 14001 Environmental Management. Unitywater is a statutory authority that services the Moreton Bay, Sunshine Coast and Noosa local authority areas on behalf of its citizens. It is governed by an independent board. Councils do not have control or direction over day to day operations.
Page 27
DETAILED INFRASTRUCTURE MAP Lot Number: 27 Plan Number: RP89506 Printed On: = 20/10/2015 Sequence No: 2512053235 Emergency Situations Cail Unitywater: 1300 086 489 This information on this plan is valid for 30 days from "Printed On" date. Legend |] extent of Unitywater Area Sewer Service Water —> Sewer sGravity Main Water Pump Station Sewer Pressure Main Water Service Sewer StoragePipe Water Valve scmm Sewer Pipe (Abandoned) Water Hydrant Recycled Water Tapping Device (&] Recycled Water Pump Station’ Water Main Recycled Water Hydrant e —— Trunk Main »« Recycled Water Valve a —— Reticulation Main Recycled Water Fitting i—— Water Service Recycled Water Main p= Water Pipe (Abandoned) Recycled Water Service Recycled Water Sewer Pump Station ===" pipe (Abandoned) Sewer Sewer Valve Sewer Connection Point Sewer Manhole Map Tile: Scale: 1:1026 (If printed at 100% on A3 size paper) Unitywater Geospatial Information Systems Ground Floor, 33 King St Caboolture QLD 4510 Inquiries: 1300 0 Unity (1300 086 489) Email: [email protected] Disclaimer ‘These Maps are supplied under the following conditions:~ Mapping details are supplied from information contained in Unitywater's records which may have been furnished to Unitywater by other persons. Unitywater gives no warranty or guarantee of any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details or the degree of compliance with any standards in this matter. Persons making decisions with financial or legal implications must not rely upon the map details shown on this plan for the purpose of determining whether any particular facts or circumstances exist and Unitywater (and its officers and agents) expressly disclaim responsibility for any loss or damage suffered as a result of placing reliance upon this information. 178P198103 MONS PARK Capper s0ra7 247. 41/47 387 . : ‘914? 13/47 WAT 12087 4RP123865 1 ‘ =, ORESCENT ect O8UP104990 OSUP 103167 osP1s140¢ oe yet045 4402'5 Dy 101025 710318 . 10103/5 , 10405 101045 5 1910815 21005 “yoteers 21025 “Yoto7is Py 21005
Page 28
DETAILED INFRASTRUCTURE MAP LotNumber: 27 Plan Number: RP89506 Printed On: = 20/10/2015 Sequence No: 2512053235 Emergency Situations Call Unitywater: 1300 086 489 This information on this plan is valid for 30 days from "Printed On" date. Legend | Extent of Unitywater Area Sewer Service Water ——> Sewer sGravity Main [2] Water Pump Station — Sewer Pressure Main Water Service Sewer StoragePipe Water Valve succte Sewer Pipe (Abandoned) Water Hydrant Recycled Water Tapping Device [5] Recycled Water Pump Station’ Water Main @ = Recycled Water Hydrant —— Trunk Main >< Recycled Water Valve a Retieutation Main II Recycled Water Fitting Water Service — Recycled Water Main ~—~—= Water Pipe (Abandoned) Recycled Water Service por Recycled Water Sewer Pump Station 78 Dine (Abandoned) ‘Sewer Valve al @ Sewer Connection Point e Sewer Manhole Map Tile: 3 Scale: = 1:500 (lf printed at 100% on A3 size paper) Unitywater Geospatial Information Systems Ground Floor, 33 King St Caboolture QLD 4510 Inquiries: 1300 0 Unity (1300 086 489) Email: [email protected] Disclaimer These Maps are supplied under the following conditions:- Mapping details are supplied from information contained in Unitywater's records which may have been furnished to Unitywater by other persons. Unitywater gives no warranty or guarantee of any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details or the degree of compliance with any standards in this matter. Persons making decisions with financial or legal implications must not rely upon the map details shown on this plan for the purpose of determining whether any particular facts or circumstances exist and Unitywater (and its officers and agents) expressly disclaim responsibility for any loss or damage suffered as a result of placing reliance upon this information, 417SP 108103 $Mm2668791 1RP220514 5798 an000BUP3140 135, RR 2135 $32806764 oo000BU BAT 11147 40/47 2147 12/47 8/47. 9147 13/47 2RP220814 $S2809669 WPM2039847_ e igTURE POINT CRESCENT PI O9000RUP 194990
Page 29
DETAILED INFRASTRUCTURE MAP
Lot Number: 27
Plan Number: RP89506
Printed On: = 20/10/2015
Sequence No: 2512053235
NOOSA PARADE
DePLeseNOS
Emergency Situations
Call Unitywater:
1300 086 489
$$2610187
This information on this plan is valid
for 30 days from "Printed On" date.
Legend
[OU] extent of Unitywater Area Sewer Service
Water ——> Sewer sGravily Main
[2] Water Pump Station ‘Sewer Pressure Main
SPM2626690,
Water Service Sewer StoragePipe
Water Valve === Sewer Pipe (Abandoned)
~
@ = Water Hydrant Recycled Water
Hm Tapping Device K] Recycled Water Pump Station
Water Main
—— Trunk Main
Recycled Water Hydrant
Reticulation Main
e
7SPI
>< Recycled Water Valve 117SP 108103,
a
Recycled Water Fitting
arts Recycled Water Main
—~ — — Water Pipe (Abandoned) Recycled Water Service
Recycled Water
Sewer Pump Station “= Pipe (Abandoned)
Sewer
Sewer Valve
Sewer Connection Point
Sewer Manhole
Map Tile: 1
Scale: —1:500
(If printed at 100%
on A3 size paper)
Unitywater
Geospatial Information Systems
Ground Floor, 33 King St
Caboolture QLD 4510
Inquiries: 1300 0 Unity (1300 086 489) SM266973S
Email: [email protected]
$82808530
Disclaimer
These Maps are supplied under the following conditions:-
Mapping details are supplied from information contained in Unitywater's
records which may have been furnished to Unitywater by other persons. oBUP9758
Unitywater gives no warranty or guarantee of any kind, expressed,
implied, or statutory, to the correctness or accuracy of the map details
or the degree of compliance with any standards in this matter. Persons
making decisions with financial or legal implications must not rely upon
the map details shown on this plan for the purpose of determining
whether any particular facts or circumstances exist and Unitywater ovasosUR9758
{and its officers and agents) expressly disclaim responsibility for any
loss or damage suffered as 6 result of placing reliance upon this information.
Page 30
© Page 3 of 3 Unitywater DIPS Asset Report Date:20/10/2015 Time:3:18 PM 2668741 Manhole 11.28 10.66 11.28 2668742 Manhole 5.8 3.06 5.8 2668743 Manhole 2.62 1.52 2.62 2668744 Manhole 2.62 1.27 2.62 2668790 Manhole No Info 45.81 No Info 2670584 Manhole 23.09 22.33 23.09 2670585 Manhole 24.22 22.07 24.22 2670586 Manhole 23.59 21.88 23.59 2670587 Manhole 22.82 21.67 22.82 2670588 Manhole 22.68 21.52 22.68 2670589 Manhole 23.73 21.37 23.73 2670590 Manhole 24.24 21.18 24.24 2670591 Manhole 23.76 21.01 23.76 2670592 Manhole 23.48 20.93 23.48 2670593 Manhole 20.41 19.07 20.41 2670613 Manhole 21.82 20.07 21.82 Sewer Services.... Asset Sub Type |Connection |OB Surface Invert level |HBC 10 Distance Number Type Distance level Length 2808517 Service UNK No Info No Info No Info No Info No Info 2808518 Service UNK No Info No Info No Info No Info No Info 2808519 Service UNK No Info No Info No Info No Info No Info 2808520 Service UNK No Info No Info No Info No Info No Info 2808530 Service UNK No Info 21.5 20.01 No Info 8 2809598 _|Service UNK No Info 24.42 23.04 No Info 18.4 2809599 _|Service UNK No Info 24.03 23.38 No Info 11.77 2809611 Service UNK No Info 24.01 23.3 No Info 11.21 2809614 _|Service UNK No Info 23.03 22.33 No Info 0.85 2809615 _|Service UNK No Info 24.31 23.28 No Info 0.61 2809616 _|Service UNK No Info 24 22.5 No Info 0.82 2809617 Service UNK No Info 24.3 22.94 No Info 0.45 2809669 Service UNK No Info No Info No Info No Info 1 2809963 Service UNK No Info No Info No Info No Info 14.47 No Sewer Connection Points found... This document may not, in whole or part, be copied, photocopied, reproduced or Page 3 of 3 translated without prior consent from the CEO, Unitywater. Printed copies are uncontrolled.
Page 31
© Page 2 of 3 Unitywater DIPS Asset Report Date:20/10/2015 Time:3:18 PM 2538495 elec PVC-U 150 3.6 22 21.95 2538496 Retiulation PVC-U 150 2.8 21.74 21.73 2538497 Retiuato PVC-U 150 3 21.61 21.61 2538498 Retiulaton PVC-U 150 2.1 23.2 23.19 2538499 Retculaton PVC-U 150 3.5 22.46 22.45 2538501 Retulation PVC-U 150 17.7 22.45 22.34 2538502 Retiulaton PVC-U 150 31.7 22.33 22.11 2538503 Retiulaton PVC-U 150 29.8 21.37 21.22 2538504 Reticuli PVC-U 150 24.7 21.18 21.02 2538505 Reticulaton PVC-U 150 7.8 21.01 20.95 2538506 Retiulaton PVC-U 150 35.6 20.93 19.09 2538507 Reticulaton PVC-U 150 41.1 19.07 14.9 2538511 Retiulaton PVC-U 150 29.5 21.52 21.38 2538512 Reticuli PVC-U 150 16.7 21.67 21.55 2538513 Retiulaton PVC-U 150 31.7 21.88 21.69 2538514 Retiulaton PVC-U 150 26.9 22.07 21.9 2538912 Retulation PVC-U 150 3.5 22.59 22.58 2538913 Reticuli PVC-U 150 2.3 21.43 21.42 2538929 Retulaton PVC-U 150 13.4 23.27 20.22 2538930 Retuaton PVC-U 150 11.2 20.07 19.09 2538931 Reticulation PVC-U 150 19.9 23.4 20.15 Main Sewer Man Holes.... Asset Number SubType SL IL Roof Level 2668739 Manhole 20.65 19.35 20.65 2668740 Manhole 13.08 12.46 13.08 This document may not, in whole or part, be copied, photocopied, reproduced or Page 2 of 3 translated without prior consent from the CEO, Unitywater. Printed copies are uncontrolied.
Page 32
e Unitywater Serving you today, investing in tomorrow. Company: Tate Professional Engineers Ptyu Ltd Address: PO BOX 1092 Mooloolaba QLD 4557 Date: 20/10/2015 Water/Sewer Infrastructure Plan - Detailed Request Details Head Office: Ground Floor, 33 King Street Caboolture QLD 4510 Mailing Address: PO Box 953, Caboolture QLD 4510 1300 0 UNITY (1300 086 489) www.unitywater.com ABN: 89 791 717 472 Your Reference | C5756 Enquiry date 20/10/2015 Lot Number 27 Plan Number RP89506 Address 27 Attunga Hts, NOOSA HEADS, QLD 4567 Sequence No 2512053235 Thank you for your recent enquiry. Please find attached the plan for the above Lot and Plan as requested. If you have further questions, please call the Customer Service Centre on 1300 0 UNITY (1300 086 489). Alternatively, queries can also be emailed to [email protected] faithfully £- Matthew Bower Manager, Asset Management Unitywater is a statutory authority that services the Moreton Bay, Sunshine Coast and Noosa local authority areas on behalf of its citizens. It is governed by an independent board. Councils do not have control or direction over day to day operations. Page 1 of 1 = Unitywater has certification to © 9001 Quality Management and = ISO 14001 Environmental Management.
Page 33
Head Office: @ Ground Floor, 33 King Street Caboolture QLD 4510 . Mailing Address: Unitywater PO Box 953, Caboolture QLD 4510 Serving you today, 1300 0 UNITY (1300 086 489) investing in tomorrow. www.unitywater.com ABN: 89 791 717 472 Detailed Infrastructure Plan Guide Unitywater’s Detailed Infrastructure Plans are now presented as two related documents. This approach replaces the previous single map from the 1/7/2014. The change makes Unitywater consistent with previous Council approaches, and also with other water utilities in the area. It also enables the capability to provide more information than was typically clearly shown on the previous approach, and will assist in reducing costs to customers. The first document, the map, shows the infrastructure location and identifies each asset with a unique identifier. The second document, containing tables of information, shows the attribute values for each unique identifier. The Unitywater officer preparing your map has identified the infrastructure that is relevant to the request. This is identified by the yellow outline on the map. The detail of infrastructure that falls within this outline is included in the second document containing the attribute values. When you want to find the details for a particular asset, identify the unique number of the asset on the map (within the yellow outline), and locate the relevant information in the table on the second document. Example of Map Document Example of Attribute Data f © Pay | Unitywaler DIPS Asset Report sarin Date:23/06/2014 Water Pressure Mains Sub’ If you have further questions, please call the Customer Service Centre on 1300 0 UNITY (1300 086 489). Alternatively, queries can also be emailed to [email protected] faithfully E— Matthew Bower Manager, Asset Management Page 1 of 1 Unitywater is a statutory authority that services the Moreton Bay, Sunshine Coast and | S Noosa loca! authority areas on behalf of its citizens. It is governed by an independent board. Councils do not have control or direction over day to day operations. Unitywater has certification to ISO 9001 Quality Management and = 1SO 14001 Environmental Management. ha urGn
Page 34
DETAILED INFRASTRUCTURE MAP Lot Number: 27 Plan Number: RP89506 Printed On: = 20/10/2015 Sequence No: 1208624271 Emergency Situations Call Unitywater: 1300 086 489 This information on this plan is valid for 30 days from "Printed On" date. Legend [CUT extent of Unitywater Area Sewer Service Water —— > Sewer sGravity Main Water Pump Station —— Sewer Pressure Main Water Service —— Sewer StoragePipe Water Valve ~<a Sewer Pipe (Abandoned) Water Hydrant Recycled Water Tapping Device 2] Recycled Water Pump Station Water Main Recycled Water Hydrant ° Trunk Main »4 Recycled Water Valve Reticulation Main Recycled Water Fitting Westen Semvics Recycled Water Main pone Water Pipe (Abandoned) __ pecycled Water Service Sewer _ Recycled Water Sewer Pump Station ‘=== Pipe (Abandoned) Sewer Valve Sewer Connection Point Sewer Manhole Map Tile: Scale: 1:1026 (If printed at 100% on A3 size paper) Unitywater Geospatial Information Systems Ground Floor, 33 King St Caboolture QLD 4510 Inquiries: 1300 0 Unity (1300 086 489) Email: [email protected] Disclaimer ‘These Maps are supplied under the following conditions:- Mapping details are supplied from information contained in Unitywater's records which may have been furnished to Unitywater by other persons. Unitywater gives no warranty or guarantee of any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details of the degree of compliance with any standards in this matter. Persons making decisions with financial or legal implications must not rely upon the map details shown on this plan for the purpose of determining whether any particular facts or circumstances exist and Unitywater (and its officers and agents) expressly disclaim responsibility for any loss or damage suffered as a result of placing reliance upon this information. 3/35 135 US 235 oBUr asp Pans 333/33 1133 2/53 36/37 - 49.35/37 7 49 3937 - 49 38/39). 49 osp147914 37-43 100/37 - 49 4RP 123865, 45 port CRESCENT pcr OBUP104990. 13/39 12/30 10/30 11/30 Ly 52) 5126 1/26 4/26 6126 3 Sh241124 aiz4 22 23 S 24) j2RP89506 14120 40/20 12/209120 21 ‘ARP89SOS 22 1eRP9506 17RPB9506 2 iot0ais 101085 4010715
Page 35
DETAILED INFRASTRUCTURE MAP
Lot Number: 27
Plan Number: RP89506
Printed On: = 20/10/2015
Sequence No: 1208624271
Emergency Situations
Call Unitywater:
1300 086 489
This information on this plan is valid
for 30 days from "Printed On" date.
Legend
[J extent of Unitywater Area
Water ——> Sewer sGravity Main
[=] Water Pump Station
Sewer Service
——— Sewer Pressure Main
Water Service Sewer StoragePipe
Water Valve ~o=== Sewer Pipe (Abandoned)
Water Hydrant Recycled Water
Tapping Device (1 Recycled Water Pump Station
Water Main @ = Recycled Water Hydrant
i—— Trunk Main > Recycled Water Valve
Reticulation Main I Recycled Water Fitting
—— Water
rt Service —— Recycled Water Main
== Weter Pipe (Abandoned) __ Recycled Water Service
Sewer Recycled Water
Sewer Pump Station ===" Pipe (Abandoned)
Sewer Valve
Sewer Connection Point
Sewer Manhole
Map Tile: 1
Scale: 1:500
(If printed at 100%
on A3 size paper)
Unitywater
Geospatial Information Systems
Ground Floor, 33 King St
Caboolture QLD 4510
Inquiries: 1300 0 Unity (1300 086 489)
Email: [email protected]
Disclaimer
‘These Maps are supplied under the following conditions:
Mapping details are supplied from information contained in Unitywater's
records which may have been furnished to Unitywater by other persons.
Unitywater gives no warranty or guarantee of any kind, expressed,
implied, or statutory, to the correctness or accuracy of the map details
or the degree of compliance with any standards in this matter, Persons
making decisions with financial or legal implications must not rely upon
the map details shown on this plan for the purpose of determining
whether any particular facts or circumstances exist and Unitywater
{and its officers and agents) expressly disclaim responsibility for any
loss or damage suffered as a result of placing reliance upon this information.
4RP 123865
45
2RP220514
‘$S2809669
WPM20398479.
SM2668791
picTURE POINT CRESCENT
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covdoBUPS140
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6/25 2199
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3131 YB
op000BUF 196002 a
SM2668735:
J
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4133
! $82806764
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48/36 19/36
48P 145620
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O0oGOBUP 101
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®
Page 36
DETAILED INFRASTRUCTURE MAP Lot Number: 27 Plan Number: RP89506 Printed On: = 20/10/2015 Sequence No: 1208624271 Emergency Situations Call Unitywater: 1300 086 489 This information on this plan is valid for 30 days from "Printed On" date. Legend 3 Extent of Unitywater Area ——— Sewer Service Water —> Sewer sGravity Main [Water Pump Station Sewer Pressure Main Water Service Sewer StoragePipe Water Valve === Sewer Pips (Abandoned) Water Hydrant Recycled Water ‘Tapping Device G5] Recycled Water Pump Station’ Water Main Trunk Main Recycled Water Hydrant Reticulation Main ° 4 Recycled Water Valve = Recycled Water Fitting i—— Water Service Recycled Water Main fe ater Pipe (Abandoned) Recycled Water Service Sewer Recycled Water Sewer Pump Station O"2" Pipe (Abandoned) Sewer Valve Sewer Connection Point Sewer Manhole Map Tile: 2 Scale: 1:500 (If printed at 100% on A3 size paper) Unitywater Geospatial Information Systems Ground Floor, 33 King St Caboolture QLD 4510 Inquiries: 1300 0 Unity (1300 086 489) Email: [email protected] Disclaimer ‘These Maps are supplied under the following conditions:- Mapping details are supplied from information contained in Unitywater's records which may have been furnished to Unitywater by other persons. Unitywater gives no warranty or guarantee of any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details or the degree of compliance with any standards in this matter. Persons making decisions with financial or legal implications must not rely upon the map details shown on this plan for the purpose of determining whether any particular facts or circumstances exist and Unitywater (and its officers and agents) expressly disclaim responsibility for any loss or damage suffered as a result of placing reliance upon this information. 4010415 SM2670586 O104SP 180% 2 = 3 SGM2538495 la 1040595 2104/5 SM2670585 @iozsP 19082 BSP151418 asP1g0a23 ovoonsP 190822
Page 37
DETAILED INFRASTRUCTURE MAP = ge2808a61 oBLP 101766 Lot Number: 27 - : = : Plan Number: RP89506 : Printed On: 20/10/2015 Sequence No: 1208624271 Emergency Situations 2 ~ 1 5 43130 12/30 Cail Unitywater: c - aisD 1300 086 489 g00c0sUP8920 This information on this plan is valid for 30 days from "Printed On" date. Legend 990008P 152217 [7] extent of Unitywater Area Water [5] Water Pump Station M} Water Service > Water Valve @ Water Hydrant B Tapping Device Water Main Sewer Service —> Sewer sGravity Main —— Sewer Pressure Main —— Sewer StoragePipe acucae Sewer Pipe (Abandoned) Recycled Water @] Recycled Water Pump Station @ Recycled Water Hydrant —— Trunk Main »« = Recycled Water Valve eetcuiston Mai) Recycled Water Fitting o_o Recycled Water Main "= Water Pipe (Abandoned) Recycled Water Service ewer Recycled Water Sewer Pump Station Pipe (Abandoned) >4 Sewer Valve @ = Sewer Connection Point e Sewer Manhole Map Tile: 3 Scale: —1:500 (If printed at 100% on A3 size paper) Unitywater Geospatial Information Systems Ground Floor, 33 King St Caboolture QLD 4510 Inquiries: 1300 0 Unity (1300 086 489) Email: [email protected] Disclaimer These Maps are supplied under the following conditions:- Mapping details are supplied from information contained in Unitywater's records which may have been furnished to Unitywater by other persons. Unitywater gives no warranty or guarantee of any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details or the degree of compliance with any standards in this matter. Persons making decisions with financial or legal implications must not rely upon the map details shown on this plan for the purpose of determining whether any particular facts or circumstances exist and Unitywater (and its officers and agents) expressly disclaim responsibility for any loss or damage suffered as a result of placing reliance upon this information. 100SP 147914 “882806757, 39/37 - 49 37137 - 49 36/37 - 48 osP152217 37-49 asp 147514 s00/s7 - 49 WPM2014746 WPM2038295 WPM2030754 HIBISCUS AVENUE WPM2030755 wey2016902 SGM2536924 SM266860 27RP89506 SM2668803 5126 1/26 41266126 oo000BUF782 0000 GBUP 10: 5241124 7 @ 4124 ® 10/20 11/20 12/209/20 OBUPS827 20 ovo0oBUPEa37 26 OBUPSO68 3} 3) gi a] & BY =| 3 2 12RPES506 23 $$2806742 $92806743 1ORPES506 19
Page 38
DETAILED INFRASTRUCTURE MAP Lot Number: 27 Plan Number: RP89506 Printed On: = 20/10/2015 Sequence No: 1208624271 Emergency Situations Call Unitywater: 1300 086 489 This information on this plan is valid for 30 days from "Printed On" date. Legend I ] Extent of Unitywater Area Sewer Service Water — +> Sewer sGravity Main Water Pump Station Sewer Pressure Main Water Service Sewer StoragePipe Water Valve comme Sewer Pipe (Abandoned) Water Hydrant Recycled Water %] Recycled Water Pump Station Tapping Device WPie WPM2028801 55:7 % WPM2014795 3 WPM2028893 27RPRO506 'SM257060% ‘SGM2532500 Water Main —— Trunk Main Reticulation Main ——— Water Service @ Recycled Water Hydrant >< Recycled Water Valve H_ Recycled Water Fitting Recycled Water Main [= Water Pipe (Abandoned) Recycled Water Service Sewer Recycled Water Sewer Pump Station oe ine (Abandoned) »< Sewer Valve @ Sewer Connection Point @ Sewer Manhole Map Tile: 4 Scale: 1:500 (If printed at 100% on A3 size paper) © Unitywater Geospatial Infarmatian Systems Ground Floor, 33 King St Caboolture QLD 4510 Inquiries: 1300 0 Unity (1300 086 489) Email: [email protected] Disclaimer These Maps are supplied under the following conditions:~ Mapping details are supplied from information contained in Unitywater’s records which may have been furnished to Unitywater by other persons. Unitywater gives no warranty or guarantee of any kind, expressed, implied, or statutory, to the correctness or accuracy of the map details or the degree of compliance with any standards in this matter. Persons making decisions with financial or legal implications must not rely upon the map details shown on this plan for the purpose of determining whether any particular facts or circumstances exist and Unitywater (and its officers and agents) expressly disclaim responsibility for any loss or damage suffered as a result of placing reliance upon this information. sm2670600 14RPB95CS $52809596. 24 45RPBSSO6 2] | 3 Si Si Ey} = 5 a 88260989 ‘SM2670599 16RPSS50 22 Ss2sogses 107SP 151408 17RPBSSO6 1148? 188650 e o % on SS, Ss 2 ea SGM2538916 SM2670576 SSm2535017 'sS2809593 sw 108SP 151408
Page 39
Unitywater Date:20/10/2015 Water Pressure Mains.... Page 1 of 3 DIPS Asset Report Time:3:09 PM Asset Number SubType Material Pipe Diameter Pipe Length 2014555 Reticulation Main |AC 100 140.8 2014556 Reticulation Main _|AC 100 34 2014675 Reticulation Main _|PVC-U 150 9.4 2014676 Reticulation Main _|PVC-U 150 5 2014795 Reticulation Main _|MS 168 21.8 2014796 Reticulation Main _|PVC-U 150 0.5 2014832 Reticulation Main _|PVC-U 100 10 2028891 Reticulation Main _|PVC-U 150 0.4 2028892 Reticulation Main _ |PVC-U 150 228.8 2028893 Reticulation Main _ |PVC-U 150 0.6 2028894 Reticulation Main _ |PVC-U 150 5.8 2039296 Reticulation Main _|AC 250 726.2 2039847 Reticulation Main _|AC 100 143 2039987 Reticulation Main _|AC 100 227.7 No Recycled Water Pressure Mains found... No Sewer Pressure Mains found... Sewer Gravity Mains.... Asset SubType Material Nominal Pipe Length |USIL DSIL Number Diameter 2534593 Reticulation AC 150 18.4 58.13 57.89 ain 2536924 Reticulation |VC 150 7.1 52.24 52.3 Main 2536925 Reticulation |AC 150 41.8 57.85 52.55 Main 2536926 Reticulation |VC 150 20.8 53.2 52.53 Main 2536928 Reticulation |VC 150 20.3 No Info 52.08 Main 2537358 Reticulation |VC 150 48.2 52.07 51.28 Main 2537384 Reticulation |VC 150 22 45.81 43.4 Main 2537385 Reticulation |VC 150 14 43.37 40.27 Main 2537386 Reticulation |VC 150 11.6 40.14 40.04 Main 2537395 Reticulation |VC 150 10.3 45.28 44.56 Main This document may not, in whole or part, be copied, photocopied, reproduced or Page 10f3 translated without prior consent from the CEO, Unitywater. Printed copies are uncontrolled.
Page 40
© Page 2 of 3
Unitywater DIPS Asset Report
Date:20/10/2015 Time:3:09 PM
2537396 Reticulation |VC 150 21.6 44.56 38.84
Main
2538500 Reticulation |PVC-U 150 43 28.3 28.23
Main
2538501 Reticulation {PVC-U 150 17.7 22.45 22.34
Main
2538502 Reticulation |PVC-U 150 31.7 22.33 22.11
Main
2538515 Reticulation |PVC-U 150 16.2 25.02 22.48
Main
2538516 Reticulation |PVC-U 150 21.1 25.74 25.04
Main
2538517 Reticulation PVC-U 150 39.1 26.87 25.76
ain
2538518 Reticulation |DI 150 23.9 28.18 26.89
Main
2538915 Reticulation |PVC-U 150 2.9 27.3 27.26
Main
2538918 Reticulation |PVC-U 150 37.6 47.37 36.03
Main
2538919 Reticulation |PVC-U 150 40.8 56.46 47.4
Main
2538920 Reticulation |PVC-U 150 20.9 35.99 28.32
Main
2538921 Reticulation |PVC-U 150 59.1 48.87 47.4
Main
Sewer Man Holes...
Asset Number SubType SL IL Roof Level
2668790 Manhole No Info 45.81 No Info
2668791 Manhole 40.85 40.14 40.85
2668794 Manhole 46.25 45.28 46.25
2668801 Manhole 54.32 52.24 54.32
2668802 Manhole 53.8 53.2 53.8
2668803 Manhole 59.51 57.85 59.51
2668819 Manhole 53.2 52.07 53.2
2669248 Manhole No Info 44.56 No Info
2669302 Manhole No Info 43.37 No Info
2670578 Manhole 90.23 28.3 90.23
2670580 Manhole 28.4 26.87 28.4
2670581 Manhole 27.27 25.74 27.27
2670582 Manhole 26.59 25.02 26.59
2670583 Manhole 23.23 22.45 23.23
2670584 Manhole 23.09 22.33 23.09
2670599 Manhole 58.07 56.46 58.07
This document may not, in whole or part, be copied, photocopied, reproduced or Page 2 of 3
translated without prior consent from the CEO, Unitywater.
Printed copies are uncontrolled.
Page 41
© Page 3 of 3 Unitywater DIPS Asset Report Date:20/10/2015 Time:3:09 PM 2670600 Manhole 49 47.37 49 2670601 Manhole 36.97 35.99 36.97 Sewer Services... Asset Sub Type |Connection |OB Surface Invert level |HBC 10 Distance Number Type Distance level Length 2806740 _|Service UNK No Info 54.2 53.19 No Info 46.92 2806741 Service UNK No Info No Info No Info No Info 3.7 2806764 Service UNK No Info No Info 45.3 No Info 14 2806765 Service UNK No Info 54.25 53.15 No Info 6.6 2806766 Service UNK No Info No Info No Info No Info No Info 2806767 Service UNK No Info No Info No Info No Info 17.8 2808461 Service UNK No Info No Info No Info No Info No Info 2809594 _|Service UNK No Info 61.25 60.16 No Info 14.38 2809595 __—|Service UNK No Info 58.83 57.59 No Info 1.08 2809596 _|Service UNK No Info 54.53 53.82 No Info 22.17 2809597 __—|Service UNK No Info 49.62 48.44 No Info 0.91 2809618 Service UNK No Info 28.8 28 No Info 3.52 2809669 Service UNK No Info No Info No Info No Info 1 No Sewer Connection Points found... This document may not, in whole or part, be copied, photocopied, reproduced or Page 3 of 3 translated without prior consent from the CEO, Unitywater. Printed copies are uncontrolled.
Page 42
Appendix Stormwater Attenuation Spreadsheets
Page 43
DETENTION TANK DESIGN — TH1 Rainfall intensities (mm/hour) Title Page ARI years) 1 2 10 50-100 5 minute 130 165 «= 224281320 tommurestorm 00«127,—=«173,=« aT 280 f yoar AR RQROEEED 30 minute storm 602 765 105 138 182 nydrograph 60 minute storm 406 519 724 961 106 2 year ak 120 minute storm 28 «334 481 851 726 10 year ARIhydrograph 50 year ARthydrograph ‘Catchment information 100 year ARI hydrograph ATG prosengnent = 309.25 m* pu, Nedimmganeann = 195 me ["ecinderiytuh, eanedgnescom i) aaa ATe2 peameetgeen / = 13425 im? | Medium 2211 petmeabiny al fipemexoren = [o00[*) (henceCy= 87 } f passeacomen ces) = [100 [~) (henceCy= 09 } f pamsmerpret nceanes = [o6ol~) ¢henceCy= 062 § OCs = 40 min —— —— Maximum water depth in tank is 1973mm T.O.C. posaeveiogmert = 6 min | | | Detention Tank information | Gravity = 9.8 mis* | Aa oe = 2450 ) | Cs = 062 | | | Tank Outfet Information 4 — — Notes/Help Orifice Number 1 2 3 4 5 6 Orifice diameter (mm) 50 Orifice invert level (mm) (=== | Peak combined outflow from catchment (m*/s) ARI (Years) 1 2 10 50 100 QPre QPose Qere QPoest Qpre Qrosr Orr QPost QPre Qrose § minute storm 0.00 4.08 0.00 §.28 0.00 7.92 0.00 11.16 6.00 12.49 10 minute storm 4.75 4.94 6.41 6.39 10.27 9.55 15.92 13.57 18.29 15.12 30 minute storm 6.60 §.59 TAT 7.28 12.22 11.02 17.01 14.64 19.55 16.33 60 minute storm 487 5.01 6.61 6.61 10.85 10.27 15.58 14.05 17.93 15.69 120 minute storm 3.65 3.92 4.98 §.22 8.44 8.42 11.57 14.31 43.47 12.74 Maximum tank depth (mm) ARI (Years) 1 2 10 50 100 § minute storm 183.6 272.4 507.7 822.0 929.7 10 minute storm 260.2 395.0 7545 | 12446 | 1412.0 30 minute storm 323.4 500.4 991.5 | 1562.1 | 1787.9 60 minute storm 283.3 455.2 962.8 | 1664.6 | 1913.0 120 minute storm 199.1 325.0 756.0 | 1242.8 | 1475.9
Page 44
DETENTION TANK DESIGN — TH2 Medium density bush, ot good grass cover. of Medium soil perme aby [y) [0.00 [=] | 109 (=) lz)
Page 45
DETENTION TANK DESIGN — TH3 Rainfall stensities (mm/hour) Title Page ARI (years) 1 2 10 50 100 5 minute storm 130 165 224 291 320 1Ominnestom 100 127 173° «227-250 ‘Tysar ARI hydrograph 30 minute storm 602 765 105 138 152 2 ARID 6Ominute storm 40.6 «519-724 «98-1108 sine, ARI RROD! 120 minute storm 26 334 484 65.1 726 10 year ARIhydrograph 50 year ARthydrograph Catchment information 100 year ARI hydrograph Area = 299.25 wf = — 2 | Medium density bush.o good grass cover, or HH *! Al€2 sompaceaee poranez, = 165m = - hea = 194.25 m? [Medium solpermeabiny [=] Analysis Results Soanamer = [ooo[y) (henceCy= 07 J t E = [ico [¥) (henceCy= 09 ) fh pomoemusnet :poranes, = jo6o|~) (nenceCy= 062 ) cif T.0.C. peemmcpewe = 10 min i Maximum water depth in tank & 1754mm TOC paeapane = 6 min | } | | Detention Tank information | Gravity = 98 ms* | | Adan = 245 mt | Cy = 062 | Tank Outiet Information — = Notes/Help Orifice Number t 2 3 4 5 6 Orifice diameter (mm) 50 [ 1 Orifice invert level (mm) Peak combined outflow from catchment (m7/s) ARi (Years) 1 2 10 50 100 OPre QPost Qrre Qpost Qrre Qeosr Qpre Qpost QPre Qros § minute storm 0.00 4.01 0.00 5.20 0.00 7.82 0.00: 11.03 0.00 12.36 10 minute storm 4.59 4.83 6.20 6.26 9.94 9.39 15.40 13.36 17.70 14.91 30 minute storm $42 5.47 7.32 7.13 11.82 10.83 16.46 14.42 18.91 16.09 60 minute storm 4 4.89 6.39 6.46 10.49 10.06 15.07 13.80 17.35 16.42 120 minute storm ted 3.81 4.82 5.08 8.17 8.21 11.20 11.04. 13.03 12.45 Maximum tank depth (mm) 5 minute storm 170.0 251.9 469.6 161.3 861.5 10 minute storm 239.7 364.0 696.7 | 1151.9 | 1307.5 30 minute storm 296.9 459.5 912.7 | 1438.2 | 1647.0 60 minute storm 258.7 415.4 897.9 1615.7 | 1753.7 120 minute storm 181.8 295.9 688.4 | 1131.8 | 1346.5
Page 46
DETENTION TANK DESIGN — TH4 Rainfall Intensities (mayhour) Tittle Page ARS (years) 1 2 10 50 100 fomusomm = 10) 1273.2? 4 year ARI hyarograph comunccorm 408 1d 72481108 2yner Arent 120 minute storm 26 «4334 «481 «851 728 10 year ARIhydrograph 50 year ARihydrograph Catchment information 100 year ARI hydrograph aaa See eee i ty buth, or good grass cover, ar) Mies SO Aras Re ‘ecacuee = [oool) ¢henceCy= 07 ) 1, paonmoren eres = [ico |~) ¢henceCy= 09 4, pommenonere promaret, = [oso|+) (henceCy= 062 ) Duh T.O.C. peecmenonert = 10 min — = Maximum water depth in tank is 1754mm_ T.O.C. pesmatomee = 6 min Detention Tank information | Gravity = 9.8 mis? | NOdan = 245m? | Ge = 062 i | Tank Outlet information | —— 1 Nores/Help . Orifice Number 1 2 3 4 5 haters Se Peak combined outflow from catchment (m*/s) AR! (Years) 2 10 50 100 Qre | Qross | Qpre | Qrox | Qrre | Qpose | Qrre | Grose | Qre | Qros 5 minute storm 0.00 401 0.00 5.20 0.00 7.82 0.00 11.03 0.00 12.36 10 minute storm 459 4.83 6.20 6.26 9.94 9.39 1640 | 13.36 17.70 14.91 30 minute storm §42 547 1.32 113 11.82 10.83 16.46 14.42 18.91 16.09 60 minute storm 47 489 6.39 6.46 10.49 10.06 | 15.07 43.80 17.35 15.42 120 minute storm 3.53 3.81 4.82 5.08 8.17 8.21 11.20 11.04 13.03 12.45 Maximum tank depth (mm) ARI (Years) 1 2 10 50 100 5 minute storm 170.0 | 251.9 | 4696 761.3 861.5 10 minute storm 2397 | 364.0 696.7 | 1151.9 | 1307.5 30 minute storm 296.9 | 459.5 9127 | 1438.2 | 1647.0 60 minute storm 2587 | 415.4 897.9 | 1515.7 | 1753.7 120 minute storm 181.8 | 296.9 688.4 | 1131.8 | 1345.5
Page 47
DETENTION TANK DESIGN — TH5
4 year ARI hydrograph
2 year ARI hydrograph |
10 year ARIhydrograph
50 year ARIhydrograph
100 year ART hydrograph |
Medium density bush, ot good grass cover, or H. |
Medium soil permeabaey {x
Page 48
DETENTION TANK DESIGN — TH6 1 year ARthydrograph 2yearARthydrograph | | ush, 01 good grass cover.ot HY | = Analysis Results
Page 49
DETENTION TANK DESIGN — TH7 Medium density bush, of good grass caver. oF
Page 50
DETENTION TANK DESIGN — TH8 Medium density bush, or good grass cover. oH | Medium sollpeumeabsty = | 0.00 |x) | 100 |=} lw)
Page 51
DETENTION TANK DESIGN — TH9 Medium density bush, or good giass cover, orl | Medium soilpermeabaay ly)
Page 52
DETENTION TANK DESIGN — TH10
Rainfall imensities (mmvhour)
ARI (years) 1 2 10 50 100
5 minute storm 130 «168 «Cis 291 320
10 minute storm 400-127-173 Fs 28
30 minute stom 602 765 105 138 152
60 minute storm 406 519 724 961 106
120 minute storm 26 334 481 65.1 726
Catchment Information
Are; = 309.25 m*
a eee ‘en a 475 m_ | Medium density bush oc good grass cover. H™
ea = 134.25 mn? | Mecum sod permeabary [) Analysis Results
es = [oool+) ¢menceCy= 07 J
i pocemiopret (curines = |icoly) (meneCy= 09 }
i pumonengret arcetares) = foeol™) theneCe_= 082 j
T.0.C. preceeinpmect = 40 min TI Maximum water depth in tank is 1973mm
T.O.C. pesometoprant = 6 min |
Detention Tank information
Gravity = 9.8 ms* |
ATE8 ore = 24507 |
Cy = 062 | |
|
Tank Outlet information = Notes/Help
Orifice Number 1 2 3 4 5
Orifice diameter so [ 1
orice invert evel tm) a
Peak combined outflow from catchment {(m*/s)
ARI (Years) 1 2 10 50 100
OFre QPos Ore Qros Qrr QPost Qrre QPpost QPre Qrosx
§ minute storm 0.00 4.08 0.00 5.28 0.00 7.92 0.00 11.16 9.00 12.49
10 minute storm 475 4.94 641 6.39 10.27 9.55 15.92 13.57 18.29 18.12
30 minute storm 5.60 559 TS 7.28 12.22 11.02 17.01 14.64 49.56 16.33
60 minute storm 4.87 §.04 6.61 6.61 10.85 10.27 15.58 14.05 17.93 15.69
120 minute storm 3.65 3.92 4.98 §.22 8.44 8.42 11.57 11.31 13.47 412.73
Maximum tank (mm)
AR! (Years) 1 2 10 50 100
§ minute storm 183.6 272.4 507.7 822.0 9297
10 minute storm 260.2 395.0 7545 | 1244.6 | 1412.0
30 minute storm 323.4 500.4 $81.5 1562.1 | 1787.9
60 minute storm 283.3 455.2 982.8 1654.6 | 1913.0
120 minute storm 199.4 325.0 756:0 1242.8 | 1475.9
Page 53
DETENTION TANK DESIGN — TH11
Rainfall imensities (mm/nour) Title Page
ARI (years) 1 2 7 80 100
Sminuescom 130165224281 320
10minue storm = 1001271732250
30minutestom = 602-765) 105 138152
6Ommurestorm 406 S19 724 96.1 106
120 mite storm 2% 334 481 651 726
Catchment information
= 294.25 mt =
ers i 5 160. mt_ | Medien denstybush-o good ats cover Hs)
neal 5 jen? | Mecium scil perme abixy {=} ‘Aneiyals Resutts
4 preamp = |ooo +| (menceCw= OF 3
f pare foxy = [100 (=) (henceCy= 09 )
fi pomcmsaicraar pneu = Josoly) ¢menceCe= 082 ) Csiteas Contigursticn
TOC) peso = 10 min aaa -— Maximum water depth in tank is 1675mm
ey = 6 min |
Detention Tank information |
Gravity = se ms*
Ae2 wn = 245 mF |
cy = 062
Tank Outlet information Naeger Fae te | ‘Neseaiilet
Orifice Number 1 2 3 4 5 6
‘Orifice diameter (mm) 5a
Orifice invert level (mm)
Peak combined outflow from catchment (m*/s)
ARI (Years) t 2 10 50 100
Qrre Qpose QOPre QPost Qrre QPost Opre Qrese Qrre QPost
§ minute storm 0.00 3.98 0.00 5.16 0.00 7.76 0.00 10.97 6.00 12.30
10 minute storm 452 497 6.10 §.20 977 9.30 15.15 13.26 17.40 14.80
30 minute storm §.33 541 720 7.06 11.62 10.73 16.18 14.30 18.60 15.96
60 minute storm 4.63 4.83 6.29 6.39 10.32 9.96 14.82 13.67 17.06 15.28
120 minute storm 347 3.75 474 5.01 8.03 8.11 11.01 10.91 12.81 12.30
Maximum tank depth (mm)
ARI (Years) 1 2 10 50 100
§ minute storm 163.4 241.9 450.8 7313 827.7
10 minute storm 2297 348.7 668.1 1105.9 | 1255.9
30 minute storm 283.8 439.4 873.9 | 1377.2 | 1577.5
60 minute storm 246.8 396.4 856.4 1447.3 | 1675.4
120 minute storm 134 281.7 655.4 1077.5 | 1281.6
Page 54
DETENTION TANK DESIGN — TH12 1 year ARI hydrograph 2 year ARI hydrograph 10 year ARIhydrograph 50 year ARIhydrograph 100 year ARIhydrograph | Tu 25] AnalysisResulis | | 0.00 |») = [x00 |] Y ir]
Page 55
DETENTION TANK DESIGN — TH13
Rainfall intensities (mm/hour) Title Page
ARt (years) ' 2 170 «50 = 100
Sminste storm 120,—S 165224291320
{@minctestorm = 100,127, «173,-=S «207250, f year ARI hyemagreph
J0mmutestom 602 765 105 138 152 2 year ARIhydrograph
60 minute storm = 406 519724 «981108
120 minute storm 2 «304481851726 10 year ARIhydrograph
50 year ARIhydrograph
Catchment information 100 year ARt hydrograph
Ae: = 227m
A See ace = 460 es | Medium density bush, o: goodgrass cover, or *) eae
ATCA pesematonet promis = 67 m2 | Medium soilpermeabsty {=} ___AnayysisResuns |
{easement =[Joco[s) ¢nenceCe= 07 )
{ peumeanpant james = |100 [=| (henceCy= 09 )
Ny poasmmeosret wma = fosol») (henceCy= 062 ) Critive costijaretes
T.O.C. sencmetsonact = 10 min ta = —} Maximum water depth in tank is 1675mm
T.O.C, serene = 6 min |
Detention Tank information |
Gravity = 9B mvs? |
Area wre = 245m? |
Cs = 062 | |
Tank Outlet information PaaS Eee reall Notes/Help
Oritice Number 1 2 3 4 5
Orifice diameter (nm) 50
‘Orifice invert level (mm)
Peak combined outflow from catchment (m7/s)
ARI (Years) 1 2 10 50 100
Qrre QPost QPre QPosr QPre Qrosz Fre QPast Ore QPost
5 minute storm 0.00 2.89 0.00 3.68 0.00 §.33 0.00 1.23 0.00 7.97
10 minute storm 3.49 3.56 4.70 457 754 6.68 11.68. 9.21 13.43 10.14
30 minute storm 4.11 3.99 §.55 §.13 8.97 7.62 12.48 9.97 14.35 10.99
60 minute storm 3.57 3.61 4.85 42 196 721 11.43 272 13.16 10.73
120 minute storm 2.68 2.90 3.66 3.85 6.20 6.14 4.49 8.14 9.88 9.07
Maximum tank depth (mm)
AR! (Years) 1 2 10 50 100
5 minute storm 163.4 241.9 450.8 031.3 827.7
10 minute storm 229.7 348.7 668.1 1105.9 1255.9
30 minute storm 233.8 439.4 873.9 1377.2 1577.5
60 minute storm 246.8 396.1 856.4 1447.3 1675.4
120 minute storm 173.4 281.7, 655.4 1077.5 1281.6
Page 56
DETENTION TANK DESIGN — TH14 Title Page | T year ARI hydrograph 2 year ARI hydrograph 10 year ARIhydrograph 50 yearARihydrograph =| 100 year ARIhydrograph | 159 m?_ | Medium density bush. of good grass cover.oi Hl * ‘Medium 201 perme abiay 5 s|_| 0.00 |=) | 100 [=] Q Ly] Notes/Help j
Page 57
DETENTION TANK DESIGN — TH15 t year ARI hydrograph 2 year ARI hydrograph 10 year ARI hydrograph 50 year ARihydrograph "400 year ARI bydrograph Medium density bush, o1 good grass cover, oH) ——— S snares |
Page 58
DETENTION TANK DESIGN — TH16 1 year ARI hydrograph 2 year ARI hydrograph 10 year ARthydrograph 50 year ARInydrograph 100 year ARIhydrograph | Medium density bush, ot good giass cover. or H|¥ Medium soil perme abaty
Page 59
DETENTION TANK DESIGN — RESIDENTIAL LOT
Rainfall wtensities (mm/hour) Tate Page
ARI (years) 1 2 70 8650 100
Sminntestorm =» «130,185 224281320
{Ommutestorm 100 127,-«S 173,280 1 year ARI RyGOgreph
30 minute storm 60.2 76.5 105 133, 182
COminutestorm = 40.6 «51.9724 «88.1106 zen ARES
120 minute storm 28 «4334 481 651 726 10 year ARIhydrograph
50 year ARthydrograph
Catchment information 100 year ARS hydrograph
ATCA pronevpaent = 200m ca
a a, = 200 m?_ | Mediumdensity bush. or good grass cover, of Hs] .
N02 puamecpeen pecatones z gm? | Medium sal pemeabity (=) |
et = [oooly) (neneCy= O07 )
a = [100 [*) (neneCy= 69 }
f peepee (etch = Jo6o[y) ¢henceCw= 082 ) “!
me = 10min — Maximum water depth in tank is 1927mm
T.O.C. puma = 6 min |
Detention Tank information |
Gravity = 9.8 mis* }
Alea os = 245m
Ca = 062 |
|
Tank Outlet information Ss Notes/Heip
Orifice Number 1 2 3 4 5 6
Orifice diameter (mm) 55
Orifice invert level (mm)
Peak combined outitow from catchment (m*/s)
ARI (Years) 1 2 10 50 100
Qrre Qposr Ore Qrost Qrre Qros Pre Oost Qrre QPosr
§ minute storm 0.00 2.61 0.00 327 0.00. 4.61 0.00 5.96 0.00 6.36
10 minute storm 3.07 3.16 4.14 3.99 6.64 5.66 10.29 137 11.83 Tat
36 minute storm 3.62 3.54 4.89 449 7.590 64T 11.00 8.19 12.64 8.78
60 minute storm 3.15 3.24 4.27 421 7.01 6.34 10.07 8.33 11.60 8.99
120 minute storm 2.36 2.64 3.22 3.48 5.46 5.49 748 711 8.71 778
Maximum tank (mm)
ARI (Years) 1 2 10 50 100
§ minute storm 187.4 279.7 §275 863.0 978.9
10 minute storm 261.6 401.3 780.7 4304.4 1484.8
30 minute storm 321.4 502.2 1043.3 | 1604.3 | 1840.5
60 minute storm 275.0 444.9 971.8 1658.9 | 1926.6
120 minute storm 191.0 312.5 735.4 4215.9 | 1449.8
Used in these records
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