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Engineering Services Assessment - Rev 1 (1)
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ENGINEERING SERVICES ASSESSMENT
PROPOSED TOWNHOUSE DEVELOPMENT AT
101-105 EUMUNDI NOOSA ROAD
NOOSAVILLE
Prepared for
Altum Property Group
Attention: Laura Sutton
Document Reference
20169 - ESA/1
Record of Issue:
Issue Status Author Date Checked Date Authorised Date
26 Nov Henry Morgan 30 Nov Henry Morgan 30 Nov
0 For Review Darren Yuen
2020 RPEQ 11950 2020 RPEQ 11950 2020
01 Dec Henry Morgan 04 Dec Henry Morgan 04 Dec
1 For Approval Darren Yuen
2020 RPEQ 11950 2020 RPEQ 11950 2020
This investigation and report has been authorised by Mr Henry Morgan, a Director of Morgan
Consulting Engineers Pty Ltd.
Henry J Morgan RPEQ 11950 Friday, 4 December 2020
D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Current\20169 - ESA - Rev 1.docx
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Full text of sections 2 to 40 (of 48)
Section 2
20169 - ESA/1
Page 2
Table of Contents
1 INTRODUCTION .......................................................................................... 3
2 EXISTING SITE ............................................................................................ 4
2.1 The Site ......................................................................................... 4
2.2 Surrounding Area .............................................................................. 4
3 PROPOSED DEVELOPMENT .............................................................................. 5
4 CODE ASSESSMENT ...................................................................................... 6
5 ENGINEERING ASSESSMENT ............................................................................. 7
5.1 Earthworks ..................................................................................... 7
5.2 Erosion and Sedimentation Control ......................................................... 7
5.3 Roadworks ...................................................................................... 7
5.4 Sewerage Reticulation........................................................................ 7
5.5 Water Reticulation ............................................................................ 8
5.6 Stormwater .................................................................................... 8
5.7 Electricity and Telecommunications ....................................................... 8
5.8 Gas .............................................................................................. 8
6 CONCLUSION ............................................................................................. 9
Appendix A DETAILED SITE SURVEY ..................................................................... 10
Appendix B PROPOSED DEVELOPMENT PLANS ......................................................... 11
Appendix C CONCEPT BULK EARTHWORKS PLAN ...................................................... 12
Appendix D NSC CODE ASSESSMENTS.................................................................... 13
Appendix E CONCEPT SERVICES PLAN .................................................................. 14
Appendix F DIAL-BEFORE-YOU-DIG PLANS ............................................................. 15
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 3
20169 - ESA/1
Page 3
1 INTRODUCTION
Morgan Consulting Engineers (MCE) has been engaged to provide an engineering services report to
address the servicing of the proposed Townhouse Development at 101-105 Eumundi Noosa Road,
Noosaville.
This report will aim to assess how the site can be serviced by road, water, drainage and sewerage
infrastructure in accordance with the Noosa Council Planning and Development standards and best
practice.
It is noted that this report has been compiled based on information current at the time of report
printing and the recommendations supplied within this report are based solely on the above and
will be subject to full engineering review and detailed design once a Council development approval
has been obtained for this project.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 4
20169 - ESA/1
Page 4
2 EXISTING SITE
2.1 The Site
The site, described as Lot 1 on RP849431 and Lot 1 on RP230931, has an approximate area of
5,448m2 (0.545ha). Lot 1 on RP849431 contains an existing residential dwelling while Lot 1 on
RP230931 was an existing commercial business.
Majority of the site generally slopes from northwest to southeast at an average grade of
approximately 4.5% between the elevations of 19.30m AHD and 16.10m AHD. The site is accessible
via Eumundi Noosa Road, which bounds the western property boundary.
Refer to Figure 2.1 for a Locality Plan and Appendix A for the Detailed Site Survey.
N
Subject
Site
Regatta Circuit
Figure 2.1 – Locality Plan of Site and Surrounding Area
2.2 Surrounding Area
The site is located within the limits of the Noosa Council region within a Medium Density Zoned
area and is bound by Eumundi Noosa Road to the west. The surrounding areas are generally zoned
as Low and Medium Density Residential with Community Facilities located to the south.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 5
20169 - ESA/1
Page 5
3 PROPOSED DEVELOPMENT
The proposed Townhouse Development primarily involves:
1. 14 townhouses with garage spaces;
2. Two multi-unit buildings with a total of 20 units;
3. 24 undercover parking spaces for residents;
4. 12 visitor parking spaces;
5. Vehicular access from Eumundi Noosa Road at the north-west corner of the site;
6. Hardstand pavement area for vehicular manoeuvring;
7. Dedicated landscaping throughout the site; and
8. Communal pool area located at the south eastern corner of the site.
Refer to Appendix B for the Proposed Development Plans.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 6
20169 - ESA/1
Page 6
4 CODE ASSESSMENT
The proposed Townhouse Development has been assessed against the following Noosa Council
Planning Scheme Codes (Refer to Appendix D):
1. Earthworks Code;
2. Existing Services Code; and
3. Fire services for common private title code.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 7
20169 - ESA/1
Page 7
5 ENGINEERING ASSESSMENT
5.1 Earthworks
Initially the subject site will be cleared of the existing vegetation and structures. Preliminary
earthworks will be undertaken to provide flat building pads for each townhouse and multi-unit
building.
All temporary batters will be constructed with a maximum temporary batter of 1 in 2 unless
otherwise noted in a Geotechnical Investigation to be undertaken as part of the Detailed Design
stage.
All freestanding retaining walls will not exceed 1.5m in height and will be wholly contained within
the site. The retaining walls will be designed and constructed in accordance with relevant
standards.
The proposed earthworks over the subject site will be carried out under Level 1 geotechnical
supervision and as per AS3798 – 2007 “Guidelines on earthworks for commercial and residential
developments”. All uncontrolled fill will be removed/replaced as per the Noosa Council
Earthworks Code.
The site is located between RL:5.0m AHD and RL:20.0m AHD. Confirmation of the presence of acid
sulfate soils will be provided as part of an acid sulfate soils investigation report. Should acid sulfate
soils be encountered, they will be dealt with in accordance with an approved acid sulfate soils
management plan.
Refer to Appendix C for the Concept Bulk Earthworks Plan and Appendix D for the Earthworks
Code.
5.2 Erosion and Sedimentation Control
Sediment generated during the construction phase shall be dealt with in accordance with an
Erosion and Sediment Control Plan and kept on site during the construction phase.
Refer to the separate Site Based Stormwater Management Plan (SBSMP) prepared by Morgan
Consulting Engineers for further erosion and sedimentation control details.
5.3 Roadworks
The site will be accessed with a new driveway crossover via Eumundi Noosa Road, west of the site.
The existing redundant driveway crossovers will be removed with the verge, kerb and channel to
be reinstated to tie-in neatly to the existing verge profile.
5.4 Sewerage Reticulation
Information obtained from the Unitywater database and detailed site survey indicates that there
is a 150mm diameter unplasticised polyvinyl chloride sewer main traversing the centre of the site
from the southern boundary and a 150mm diameter asbestos cement sewer main entering the
northern boundary of the site. An existing sewer property connection is provided from each of the
existing manholes at the end of each sewer main.
It is proposed to construct a new sewer manhole at the southern boundary along the existing
150mm uPVC sewer main with a new 150mm sewer property connection to service the proposed
development. The portion of the existing 150mm uPVC sewer main, manhole and property
connection extending past the new manhole will be decommissioned and removed. The existing
sewer manhole and property connection at the northern boundary will be removed and the existing
150mm asbestos cement main will be capped at the boundary.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 8
20169 - ESA/1
Page 8
Refer to Appendix A for the Detailed Site Survey, Appendix D for the Existing Services Code,
Appendix E for the Concept Services Plan and Appendix F for the Dial-Before-You-Dig Plans.
5.5 Water Reticulation
Information obtained from the Unitywater database and detailed site survey indicates that there
is an existing 100mm diameter asbestos cement water main traversing the eastern verge of
Eumundi Noosa Road and a 300mm diameter asbestos cement trunk water main traversing the
eastern verge of Eumundi Noosa Road. Two water services provided from the 100mm diameter
water main on Eumundi Noosa Road currently service the existing site.
It is proposed to decommission and remove the existing water service servicing Lot 1 on RP849431
and upgrade the existing water service and meter assembly fronting Lot 1 on RP230931 to service
the proposed development.
According to the detailed site survey, there is an existing fire hydrant located along the frontage
of the subject site, providing adequate fire hydrant coverage to the proposed development in
accordance with the Fire services for common private title code. The final extent of fire hydrant
coverage and fire protection will be confirmed by a hydraulic consultant at the Detailed Design
Stage.
Refer to Appendix A for the Detailed Site Survey, Appendix D for the Fire services for common
private title code, Appendix E for the Concept Services Plan and Appendix F for the Dial-Before-
You-Dig Plans.
5.6 Stormwater
Refer to the separate Site Based Stormwater Management Plan (SBSMP) prepared by Morgan
Consulting Engineers.
5.7 Electricity and Telecommunications
The site can be serviced by electricity at the following locations:
1. Overhead electricity cables are located along both verges of Eumundi Noosa Road.
The site can be service by telecommunications at the following locations:
1. Underground Telstra cables are located along the eastern verge of Eumundi Noosa Road.
2. Underground Optus cables are located along the western verge of Eumundi Noosa Road.
3. Underground NBN cables are located along both verges of Eumundi Noosa Road.
Refer to Appendix A for the Detailed Site Survey and Appendix F for the Dial-Before-You-Dig
Plans.
5.8 Gas
There is no existing gas main within vicinity of the site.
Refer to Appendix F for the Dial-Before-You-Dig Plans.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 9
20169 - ESA/1
Page 9
6 CONCLUSION
The proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville has been
assessed to determine if the proposed development can be serviced by water, drainage,
roadworks, sewer and electrical/telecommunications in accordance with the Noosa Council
standards and best practice.
Based on all the findings outlined in this report, MCE believes that there are no engineering issues
in relation to this development that would preclude the above development from being approved
by Council.
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 10
20169 - ESA/1
Page 10
Appendix A
DETAILED SITE SURVEY
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 11
NOTES
(1) This plan was prepared for the purpose and exclusive use of
NC OLIVER GROUP of COMPANIES PTY LTD and their other
professional advisers and is not to be used for any other purpose or
by any other person or corporation.
JFP URBAN CONSULTANTS PTY LTD accepts no responsibility for
any loss or damage arising to any person or corporation who may
use or rely on this plan in contravention of these terms.
(2) The title boundaries shown on this plan were not marked at the
time of survey and have been determined from plan dimensions
only and not by field survey.
(3) Services shown hereon have been located where possible by
field survey. If not able to be so located, services have been plotted
from the records of the relevant authorities where available and
have been noted accordingly on this plan. However, the
information shown on these records pertinent to services location
is indicative only and sometimes inadequate.
AutoCAD drawing for all spot heights and codes in layers: X-RL-T,
X-CODE-T & X-NOTES-T.
(7) Tree types are estimated and tree sizes are approximate only. If
accurate identification of tree types is to be relied upon for any
purpose, then all trees shown will require on site verification by a
suitably qualified expert.
(8) These notes form an integral part of this plan. If others use this
information, they should be advised of its purpose and limitations.
(9) This plan may not be reproduced unless these notes are
included.
12d Project: S:\M2677\Oliver - Eumundi rd\12D\
SITE_DTM_060116.project a
Contour Interval: 0.5m °
os
PAP 0.3X2 8.0
/ /
/
>
(4) Prior to any demolition, excavation or construction on the site, q
the relevant authority should be contacted for possible location of
further underground services and detailed locations of all services. NV
(5) Spot heights and contours are representative of the Q
topographical terrain at time of survey, 06/01/2017.
(6) Only a small number of spot heights are shown. Refer to the
PROPERTY DESCRIPTION
LOT 1 on RP230931
TOTAL AREA 3740m? (Deed)
LOT 1 on RP849431
TOTAL AREA 1748m? (Deed)
LOCALITY of NOOSAVILLE
LOCAL GOVERNMENT:
NOOSA SHIRE COUNCIL
Trunk Water Main
BRISBANE - SUNSHINE COAST - CENTRAL QLD
PLANNERS
URBAN DESIGNERS
RP230931
ISSUES:
SCALE: @ A3 1:250
°
25 5 18 10 25 15 175
SCALE 1:250 at (A3) size
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE - (A3 SIZE)
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
SITE DETAIL
'
LEGEND
a 8 —
x © It 1} FENCE
/ £9 8, 4_
RP12Z9020 Wg LIGHT POLE, POWER POLE
. g°’——, trom records % 0 A ‘
x oe 4 >| ——a— £ ——i=}— _ UNDERGROUND ELECTRICITY, PIT, BOX
S———. 3 |
—_———s
Z aA ——=— T-6—@x— TELSTRA CABLE, PIT, BOX, POLE
S EMH ZA —_ 2
.
gs | EEE KERB AND CHANNEL, SIGN, GULLY TRAP
—N m7 1f
Retseredecevee) 18.0 wo S——— SEWER PIPE, MANHOLE
_ ae xe} SMH
o —at— D STORM WATER PIPE, FIELD INLET, MANHOLE
> SWMH
g WATER MAIN, VALVE, HYDRANT, METER
06. RETAINING WALL
Xe
TREE
“a Crovel oe TYPE GUM TREE, TRUNK DIAMETER 400mm
2% @ vel Track HEIGHT 15metres
x& » Other types: PN = Pine
& 8 PM=Palm
wv 95°43" g a eee Soret NS = Not specified
55-22)" 7 a
oO
fo
a
» |
sv
ae
9
we 4
be
“ 6/
a
x RP69404
NC OLIVER GROUP of COMPANIES PTY LTD
DETAILS:
PROJECT: PLAN: ISSUE:
M2677. 03 A
SHEET:
10F2
FILE:
: ed SURVEYED | Lem] CHECKED | mip | MORRIE anu 101-105 EUMUNDI NOOSA ROAD M2677-03A Detail.dwg
ACN 050.414 045 Al APE ARCHITECTS A ORIGINAL ISSUE 10-01-2017 __scP. DATE:
DRAWN scp | APPROVED | DNE ve MI70215_RL12.12 AHD ISSUE: DETAILS: DATE. NOOSAVILLE 10th January 2017
com 7 TNS PTD. TH wa ET HOUT TE WATTEN CONST OFT
Section 12
NOTES
(1) This plan was prepared for the purpose and exclusive
use of NC OLIVER GROUP of COMPANIES PTY LTD and
their other professional advisers and is not to be used for
any other purpose or by any other person or corporation.
JFP URBAN CONSULTANTS PTY LTD accepts no
responsibility for any loss or damage arising to any person
or corporation who may use or rely on this plan in
contravention of these terms.
(2) The title boundaries shown on this plan were not
marked at the time of survey and have been determined
from plan dimensions only and not by field survey.
(3) Services shown hereon have been located where
possible by field survey. If not able to be so located,
services have been plotted from the records of the
relevant authorities where available and have been noted
accordingly on this plan. However, the information shown
on these records pertinent to services location is
indicative only and sometimes inadequate.
(4) Prior to any demolition, excavation or construction on
the site, the relevant authority should be contacted for
possible location of further underground services and
detailed locations of all services.
(5) Spot heights and contours are representative of the
topographical terrain at time of survey, 06/01/2017.
(6) Only a small number of spot heights are shown. Refer
to the AutoCAD drawing for all spot heights and codes in
layers: X-RL-T, X-CODE-T & X-NOTES-T.
(7) See Sheet 1 for legend
(8) Tree types are estimated and tree sizes are
approximate only. If accurate identification of tree types
is to be relied upon for any purpose, then all trees shown
will require on site verification by a suitably qualified
expert.
(9) These notes form an integral part of this plan. If others
use this information, they should be advised of its
purpose and limitations.
(10) This plan may not be reproduced unless these notes
are included.
12d Project: $:\M2677\Oliver - Eumundi rd\12D\
SITE_DTM_060116. project /
Contour Interval: 0.5m
massa ] Sep) og
MA
URBANCONSULTANTS
/
VKNO.4 5.0
See Sheet 1
Ry
( *
) br"
0
vy %
$
&
RP250951
RP84943/
Residential
Dwelling
6/
RP69404
578
SP/32.
62
SPIS2578
RPISIE67
ISSUES:
N SCALE: @ A3 1:250
°
25 5 18 10 25 15 175
SCALE 1:250 at (A3) size
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE - (A3 SIZE)
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
SITE DETAIL
NC OLIVER GROUP of COMPANIES PTY LTD
101-105 EUMUNDI NOOSA ROAD
HORIZONTAL DATUM:
SURVEYED | LCM| CHECKED | MJD
aa A ORIGINAL ISSUE 10-01-2017 __scP
DRAWN | scP | APPROVED | DNE PM170215_RL12.12 AHD ISSUE: DETAILS: DATE: N
NOOSAVILLE
SP1I32578
PROPERTY DESCRIPTION
LOT 1 on RP230931
TOTAL AREA 3740m? (Deed)
LOT 1 on RP849431
TOTAL AREA 1748m? (Deed)
LOCALITY of NOOSAVILLE
LOCAL GOVERNMENT: NOOSA SHIRE COUNCIL
DETAILS:
PROJECT: PLAN: ISSUE:
M2677. 03 A
2 OF 2
M2677-03A Detail.dwg
10th January 2017
NSULTANTS PTY ETD, THIS
ITTEN CONSENT OF
Section 13
20169 - ESA/1
Page 11
Appendix B
PROPOSED DEVELOPMENT PLANS
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 14
(COMMON CLOTHESLINE
AREA FOR APARTMENTS
15, 16,19 & 20,
I\ ue
Wey FRR
i |
| — ~~ PT APT DEOL
0: s
a | pT Bet | APT | APT SoA
we ,?\ Ss 09 13 14 lel, a
\ / \_ a7 BLDG 02 “S_UNTTY WATER ACCESS NY
) / 18, ‘.
/ 5.0m X3.0m EXCL
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LU ce
REFER CIVIL ENGINEER
PLANS FOR CROSS OVER
DETAIL
19.07
SITE PLAN LEVEL 1 GROUND
1:200
issue: 03 date : 01-12-20
ARCHITECTURE | LANDSCAPE | INTERIOR | PROJECT MANAGEMENT
. EUMUN DI NOOSA ROAD, NOOSAVILLE SITE PLAN LEVEL 1 GROUND 7186-DA02 ee
PROPOSED MULTIRESIDENTIAL DEVELOPMENT, —AuTuNconstevcrins consuanons 5°. BLICKBURNEJ/CKSON
operty of Blackburne Jackson Design Pty Lt.
Section 15
20169 - ESA/1
Page 12
Appendix C
CONCEPT BULK EARTHWORKS PLAN
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 16
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 17
20169 - ESA/1
Page 13
Appendix D
NSC CODE ASSESSMENTS
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 18
Earthworks Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: Sept 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
Effects of Works
Drainage AO1 RO1
PO1 Filled or excavated areas have a minimum Bulk earthworks will be designed to prevent
Finished surface levels ensure land is free gradient of 0.5% and drain to Council’s ponding on site and on neighbouring land.
draining. stormwater infrastructure where available, All stormwater surface runoff and subsoil
or where stormwater infrastructure is not flows will be directed to the lawful point of
available, toward the street. discharge. Refer NSC Water Quality and
Drainage Code.
Hydraulics No acceptable outcome provided. RO2
PO2 The existing drainage characteristics of the
Change to the levels on site do not have site and surrounding area has been
an adverse impact on the flooding and considered. The proposal ensures that
drainage characteristics off-site. surrounding properties and downstream
stormwater infrastructure and waterways
are not adversely impacted by the
proposed development.
Geotechnical considerations AO3.1 RO3.1
PO3 Filling works are undertaken in accordance All filling will be undertaken in accordance
Earthworks do not result in geotechnical with Council’s Planning Scheme Policy with Council’s PSP6 – Engineering Design
instability on-site or to nearby premises. PSP6 Engineering design standards - Standards – Roads and Drainage &
roads, drainage and earthworks. Earthworks. All excavation will be
undertaken with no adverse impact on
neighbouring properties or surrounding
infrastructure.
AO3.2 RO3.2
Where the filling is for residential, Refer to RO3.1.
commercial or industrial purposes the
works comply with Australian Standard -
Guidelines for earthworks on commercial &
residential development.
Local amenity AO4.1 RO4.1
PO4 The following measures are implemented – Water trucks shall be used to minimise
Undertaking earthworks does not (a) regular water spraying of exposed dust emissions. An ESC plan is to be
adversely impact on the amenity of the areas to suppress dust; prepared for the construction phase.
local area by way of dust, noise or visual (b) provision of dust stabilised or sealed
1
Solution: Acceptable Solution Page 1 of 4
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Working\Appendices\20169 - NSC Earthworks Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 0
Site Address: 101-105 Eumundi Noosa Road, Noosaville 30/11/2020
Section 19
Earthworks Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: Sept 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
amenity. internal roads; All disturbed areas will be stabilised should
(c) protective covering of exposed areas they be exposed for more than 2 weeks.
that are left for more than 2 weeks; and
(d) unless a development permit provides
otherwise, disturbed areas are
revegetated using species identified
in Council's Planning Scheme Policy
PSP2 Landscaping.
AO4.2 RO4.2
Earthworks are undertaken only during the Filling and earthworks will only be
hours of 7:00am to 6:00pm, Monday to undertaken between the hours nominated
Friday and 7:00am to 3:00pm on Saturday. in AO4.2.
No work is undertaken on Sunday or public
holidays.
Vegetative waste AO5.1 RO5.1
PO5 Cleared vegetation is transported off-site Any vegetated waste encountered will be
Vegetation cleared from a development for disposal in an approved green waste dealt with in accordance with the
site is disposed of in an environmentally disposal facility. acceptable outcomes of PO5.
responsible manner. AO5.2 RO5.2
Cleared vegetation is mulched on-site and Refer to RO5.1.
reused for landscaping of the finished
development.
AO5.3 RO5.3
Cleared vegetation is disposed of for the Refer to RO5.1.
purpose of firewood
AO5.4 RO5.4
Disposal of vegetative waste by burning off Refer to RO5.1.
is avoided.
Managing contamination risk AO6.1 RO6.1
PO6 Fill material is solid clean earth, free of All fill imported to site will be free of
Materials used as fill are suitable for putrescible or refuse material, vegetation, contaminants.
development and future acid sulfate soils, building or construction
use of the land and filling or excavation material or other material or contaminants.
works do not result in AO6.2 RO6.2
the contamination of land. The site is not on the contaminated land A search will be undertaken by others to
1
Solution: Acceptable Solution Page 2 of 4
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Working\Appendices\20169 - NSC Earthworks Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 0
Site Address: 101-105 Eumundi Noosa Road, Noosaville 30/11/2020
Section 20
Earthworks Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: Sept 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
register. verify whether the development falls on
land listed on the contaminated land
register.
Haulage activity and amenity No acceptable outcome provided. RO7
PO7 Haul routes from trucks used to transport
Haulage of material to and from a site fill/spoil and material to and from the site
ensures— will only use major roads as required.
(a) minimal disturbance to neighbouring Alternatively, if there is no major road route
properties and properties along the to the site, haul trucks will use minor roads
haulage route; and with the shortest, most direct
(b) Council’s road infrastructure including route that will have the least amount of
pavements is not adversely affected. environmental impact. This will be clearly
documented in the Construction
Management Plan.
Extent of earthworks AO8 RO8
PO8 All earthworks, including cut and fill batters, All earthworks will be contained within the
The layout of the development provides retaining walls and the like are contained subject site. Any minor earthworks
adequate, clearly defined and easily within the subject site. undertaken external to the site will only be
accessible— undertaken after all approvals and/or
(a) on-site vehicle parking and consent is obtained from Council and
manoeuvring areas; and neighbouring property owners.
(b) loading and manoeuvring areas for
delivery and service vehicles.
Sloping sites AO9 RO9
PO9 Cut or fill is less than 1.5 metres in depth The proposal complies.
On sloping sites development follows the relative to the natural ground level.
natural landform wherever practical and
excavation or filling is minimal.
Infrastructure protection No acceptable outcome provided. R10
PO10 Prior to construction the contractor will
Earthworks and vehicular access do not confirm the correct locations of all existing
adversely impact on the capacity, services whether indicated or not on the
operations and maintenance of existing plans. The construction of the proposed
infrastructure. development will ensure the protection of
all existing services or public utilities.
1
Solution: Acceptable Solution Page 3 of 4
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Working\Appendices\20169 - NSC Earthworks Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 0
Site Address: 101-105 Eumundi Noosa Road, Noosaville 30/11/2020
Section 21
Earthworks Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: Sept 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
Environmental protection No acceptable outcome provided. RO11
PO11 An Erosion and Sediment Control Plan
Earthworks minimise any adverse impact shall be prepared (prior to commencement
upon groundwater, watercourses, drainage of construction) and maintained for the
lines, wetlands, and native vegetation management of the sediment laden
stormwater runoff during the construction
phase in accordance with Council’s PSP6
– Engineering Design Standards – Roads
and Drainage & Earthworks.
Dams AO12.1
PO12 Where the site is in the Rural zone—
Dam location and construction does not (a) the land has a slope of less than 25%
impact upon neighbouring properties or (1:4);
road reserves, in terms of— (b) the earthworks including cut and fill
N/A
(a) hydrology; batters and retaining walls are setback
(b) alteration of existing overland flow a minimum of 50 metres from the
paths and patterns; property boundary; and
(c) landslide or failure of dam wall; and (c) the size of the lot is greater than 5
(d) effluent disposal areas hectares.
AO12.2
Where the site is in the Rural residential
zone or the Rural zone and the lot is less
than 5 hectares:
(a) the land has a slope of less than 1:6;
(b) the earthworks including cut and fill N/A
batters and retaining walls are setback
a minimum of 20 metres from the
property boundary; and
(c) the dam work involves less than 500m³
of material.
AO12.3
For all other zones— N/A
No acceptable outcome provided.
1
Solution: Acceptable Solution Page 4 of 4
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Working\Appendices\20169 - NSC Earthworks Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 0
Site Address: 101-105 Eumundi Noosa Road, Noosaville 30/11/2020
Section 22
Existing Services Code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: Sept 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
Setbacks, Easements and Maintenance
PO1 No acceptable outcome provided. RO1
Development near a stormwater drain, All buildings and structures will be
overland flow path or associated located outside of the zone of
structure does not – influence and building piers and
(a) Adversely affect the function of the footings will be extended below the
service; zone of influence for all existing and
(b) Place an additional load on the proposed underground stormwater
service; and services.
(c) Unduly increase future maintenance
costs.
PO2 AO2.1
Maintenance access is to be provided to For trunk infrastructure, a registered
all stormwater drains, overland flow easement in favour of Council is created N/A
paths and associated structures. over all underground infrastructure located
in private property.
AO2.2
The width of the easement required is in
accordance with Council’s Planning
N/A
Scheme Policy PSP6 Engineering Design
Standards – Roads, drainage and
earthworks.
AO2.3
The easement is centred over the N/A
centreline of the infrastructure.
1
Solution: Acceptable Solution Page 1 of 1
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Working\Appendices\20169 - NSC Existing Services Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 0
Site Address: 101-105 Eumundi Noosa Road, Noosaville 30/11/2020
Section 23
Fire services for common private title code
Noosa Council Plan July 2020
Performance and Acceptable Outcomes Table
Version: Sept 2020
Performance Outcomes Acceptable Outcomes Solution1 Comments Council Use
Installation of hydrant AO1.1 RO1.1
PO1 Fire hydrant placement and technical requirements The proposal complies. A fire
Fire hydrants are installed and for residential streets and common access ways hydrant is located within proximity
located to enable QFES vehicles to within common private title are in accordance with: of the site.
access water safely, effectively and Australian Standard (AS) 2419.1 – 2005 Fire
efficiently. hydrant installations; and QFES: Fire Hydrant and
vehicle access guidelines for residential,
commercial and industrial lots.
AO1.2
Fire hydrant placement and technical requirements
for commercial and industrial streets and access
ways within streets serving commercial properties,
such as factories, warehouses and offices, are in
accordance with: Australian Standard (AS) 2419.1 –
2005 Fire hydrant installations; and QFES: Fire
Hydrant and vehicle access guidelines for N/A
residential, commercial and industrial lots
Editor’s Note— Design and technical requirements
for infrastructure from third party providers are to be
in addition to, and integrated where possible, into
the overall design, built form and landscaping
requirements for the development.
PO2 No acceptable outcome provided.
Road widths and construction within
the development are adequate for
QFES vehicles to gain access to a
safe working area close to buildings
and near water supplies whether or
not on-street parking N/A
spaces are occupied.
Editor’s Note—Roads should be
designed and constructed in
accordance with Road Planning and
Design manual- 2nd edition.
1
Solution: Acceptable Solution Page 1 of 1
A/S Alternative Solution D:\JOBS\20-Jobs\20169 - 101 & 105 Eumundi Noosa Road, Noosaville\Civil\Reports\ESA\Working\Appendices\20169 - NSC Fire services for common private title Code 2020.docx
N/A Not applicable to this proposal Job: 20169
Rev: 0
Site Address: 101-105 Eumundi Noosa Road, Noosaville 30/11/2020
Section 24
20169 - ESA/1
Page 14
Appendix E
CONCEPT SERVICES PLAN
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 25
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retai ned or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 26
20169 - ESA/1
Page 15
Appendix F
DIAL-BEFORE-YOU-DIG PLANS
Engineering Services Assessment
Proposed Townhouse Development at 101-105 Eumundi Noosa Road, Noosaville
Section 27
PAPER SIZE A3 All underground cables shall be treated as being energised. Where a cable is located that is not represented on the ENERGEX EnerGiSe DBYD map, then ENERGEX shall be contacted immediately. This output provides details of the ENERGEX y or fF the inf / network. As variations may exist no responsibility is incurred by ENERGEX for the E itions of cables and electrical connectivity should be confirmed on site. For Emergency Situations Please call 13 19 62 ~~ Ss 4 DP energex GIS DBYD Date: 07 Oct 20 Time: 09.52.06 Requested By: DBYD NOT TO SCALE ° 100m Enquiry No: 102554169 KEY MAP Enquiry Area UNCONTROLLED COPY LOCALITY DIAGRAM No PAPER SIZE A3
Section 28
PAPER SIZE A3 Map has been designed to be reproduced in colour All underground cables shall be treated as being energised. Where a cable is located that is not represented on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately. For Emergency Situations oon Please call 13 19 62 SACS 5000 5200 ; VW | energex DBYD Date: 07 Oct 20 Time: 09.52.18 Pit Cable Joint Cable Tray Requested By: DBYD 7 SCALE 1:1000 9500 | 9500 20 Oo 20m > Enquiry No: 102554169 STRIP No: 1 16 ‘== Cable Voltage (A Ground Transformer Less Than 33k —— — — Cubicle Transformer Cable Voltage 33kV or Higher 10 fm Ring Main Unit @) Metering Unit © Direer-Lay wv Link Pillar O Conduit [Service Pillar Multi-Section Junction Pillar Duct 1 ’ Trench = >» Cable Termination LE] Tunnel > Cable Marker x} Street Light Pole Earth Planned Work labelled by Work Order Lt 9400 |} 9400 5 18 U767437, 0 SP760759 | - | | | | | ‘ | | | ( | | | | | | | 7 | & | | ; INDEX TO SHEETS 14 | | ? 10 8 6 4 2 | | a 63357 /) nitk 3p —_—— ae jf — . Be . = | 17 / | / / a \ | LOCALITY DIAGRAM ie) \ U453354 — / = ee ee . | a g | © | | Fg | $300 / <— / 99 7 5 2 1 9 8Q5000m £ 5100 5200 This output provides details of the ENERGEX electrical network. As variations may exist no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. UNO) \ POLLED (OP Y PAPER SIZE A3 Map has been designed to be reproduced in colour 707 9300m N 3
Section 29
PAPER SIZE A3 Map has been designed to be reproduced in colour
4800
For Emergency Situations
Please call 13 19 62
4900
WD
energex
GIS
All underground cables shall be treated as being energised. Where a cable is located that is not represented
on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately.
4700
9400
707 9300m N
§04700m E
This output provides details of the ENERGEX electrical network. As variations may exist no responsibility is incurred by ENERGEX for the
P208833
¥,0009-A
PAPER SIZE A3 Map has been designed to be reproduced in colour
9400
SP760
U767
———} 8300
4900
DBYD
Date: 07 Oct 20 Time: 09.52.36
Requested By: DBYD
SCALE 1:1000
° 20m
20
Enquiry No: 102554169
STRIP No: 2
—-+ Cable Voltage
(A Ground Transformer Less Than 33k
Cable Voltage
Cubicle Transformer WMI
33kV or Higher
tm Ring Main Unit
@) Metering Unit
wv Link Pillar
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. ”\ Trench
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ma Cable Joint Cable Tray
b> Cable Termination [| Wanner
“Cable Marker
x} Street Light Pole
li Earth
[J
Planned Work
labelled by Work Order
INDEX TO SHEETS
LOCALITY DIAGRAM
—a
Ve Q
= -
A
/- \
Noosaville - \
/
a)
UNCONTROLLED
QOPY
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site.
Section 30
PAPER SIZE A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is not represented
on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately.
For Emergency Situations
Please call 13 19 62
9300
9200
9100
5000 5100
1
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/ " 453355
/ ye U453354_ =
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s
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2
5Q5000m — 5100 5200
This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site.
UNCONTROLLED COPY
energex
GIS
DBYD
Date: 07 Oct 20 Time: 09.52.55
Requested By: DBYD
SCALE 1:1000
20 ° 20m
Enquiry No: 102554169
STRIP No: 3
Cable Voltage
A Ground Transtormer Less Than 33k
Cubicle Transformer Mi Cable Voltage
33kV or Higher
t= Ring Main Unit
@) Metering Unit © Direer-Lay
Wi Link Pillar Q. Conduit
[Service Pillar HH Multi-Section
Junction Pillar Duct
. ”\ Trench
J Pit —
mi Cable Joint Cable Tray
b> Cable Termination LE] Tunnel
Cable Marker
x} Street Light Pole
li Earth
Planned Work
labelled by Work Order
INDEX TO SHEETS
LOCALITY DIAGRAM
PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 31
PAPER SIZE A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is not represented
on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately.
9200
7079100m N
4700
126
124
4800 4900
Ny
For Emergency Situations
Please call 13 19 62
9200
9100
§04700m E
This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site.
4800 4900
UNCONTROLLED COPY
eZ
energex
GIS
DBYD
Date: 07 Oct 20 Time: 09.53.17
Requested By: DBYD
SCALE 1:1000
20 ° 20m
Enquiry No: 102554169
STRIP No: 4
—- Cable Voltage
(A Ground Transformer Less Than 33k
Cubicle Transformer ™@™ Cable Voltage
33kV or Higher
tm Ring Main Unit
@) Metering Unit ° Direot-Lay
Wo Link Pillar QO Conduit
[1] Service Pillar Multi Section
Junction Pillar Duet
i ’ Trench
J Pit
ma Cable Joint Cable Tray
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4 Cable Marker
x} Street Light Pole
li Earth
Planned Work
labelled by Work Order
INDEX TO SHEETS
LOCALITY DIAGRAM
{ Pa
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5
PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 32
Level 11, 100 Arthur Street, North Sydney NSW 2060 © 2015 nbn co limited | ABN 86 136 533 741 nbn.com.au [email protected]
Section 33
Emergency Contacts You must immediately report any damage to nbn™ network that you are/become aware of. Notification may be by telephone - 1800 626 329.
Section 34
Sequence No: 102554168
Job No: 20378162 Tile No: 1
Location: 101 Eumundi Noosa Road, Noosaville, QLD 4566
Legend | Scale: 1:1000 DISCLAIMER: While reasonable measures have been taken to ensure the accuracy of the information
contained in this plan response, neither Noosa Shire Council or PelicanCorp shall have any liability whatsoever
in relation to any loss, damage, cost or expense arising from the use of this plan response or the information
contained in it or the completeness or accuracy of such information. Use of such information is subject to and
constitutes acceptance of these terms.
Plans generated 07/10/2020 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa SC - Response Plan.docx (29 Jun 2018)
Section 35
Sequence No: 102554168
Job No: 20378162 Tile No: 2
Location: 101 Eumundi Noosa Road, Noosaville, QLD 4566
Legend | Scale: 1:1000 DISCLAIMER: While reasonable measures have been taken to ensure the accuracy of the information
contained in this plan response, neither Noosa Shire Council or PelicanCorp shall have any liability whatsoever
in relation to any loss, damage, cost or expense arising from the use of this plan response or the information
contained in it or the completeness or accuracy of such information. Use of such information is subject to and
constitutes acceptance of these terms.
Plans generated 07/10/2020 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa SC - Response Plan.docx (29 Jun 2018)
Section 36
Sequence No: 102554168
Job No: 20378162 Tile No: 3
Location: 101 Eumundi Noosa Road, Noosaville, QLD 4566
Legend | Scale: 1:1000 DISCLAIMER: While reasonable measures have been taken to ensure the accuracy of the information
contained in this plan response, neither Noosa Shire Council or PelicanCorp shall have any liability whatsoever
in relation to any loss, damage, cost or expense arising from the use of this plan response or the information
contained in it or the completeness or accuracy of such information. Use of such information is subject to and
constitutes acceptance of these terms.
Plans generated 07/10/2020 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa SC - Response Plan.docx (29 Jun 2018)
Section 37
Sequence No: 102554168
Job No: 20378162 Tile No: 4
Location: 101 Eumundi Noosa Road, Noosaville, QLD 4566
Legend | Scale: 1:1000 DISCLAIMER: While reasonable measures have been taken to ensure the accuracy of the information
contained in this plan response, neither Noosa Shire Council or PelicanCorp shall have any liability whatsoever
in relation to any loss, damage, cost or expense arising from the use of this plan response or the information
contained in it or the completeness or accuracy of such information. Use of such information is subject to and
constitutes acceptance of these terms.
Plans generated 07/10/2020 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa SC - Response Plan.docx (29 Jun 2018)
Section 38
WARNING: This document is confidential and may also be privileged. Confidentiality nor privilege is not waived or destroyed by virtue of it being
transmitted to an incorrect addressee. Unauthorised use of the contents is therefore strictly prohibited. Any information contained in this document
that has been extracted from our records is believed to be accurate, but no responsibility is assumed for any error or omission.
Optus Plans and information supplied are valid for 30 days from the date of issue. If this timeline has elapsed please raise a new enquiry.
Sequence Number: 102554171 Date Generated: 07/10/2020
For all Optus DBYD plan enquiries –
Email: [email protected]
For urgent onsite assistance contact 1800 505 777
Optus Limited ACN 052 833 208
Section 39
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The text continues on section 41.