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Appendix F - engineering report
Attached to the e-mail MCU15/0111 & REC15/0031 Development Application F - Engineering report Email 7 of 8.
PREPARED FOR PALM LAKE RESORTS
DECEMBER 2014
B14158.W
DRAFT
WATER & ENVIRONMENT
Civil Engineering Report Cooroy Retirement Community
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COMMERCIAL IN CONFIDENCE All intellectual property rights, including copyright, in Calibre Consulting designs developed and documents created by Calibre Level 6, 199 Grey Street Consulting (Qld) Pty Ltd remain the property of this SOUTH BRISBANE QLD 4101 company. Any use made of such design or document without the prior written approval of Calibre Consulting (Qld) Pty Ltd will constitute an infringement of the rights of Ph: (07) 3895 3444 the company which reserves all legal rights and remedies © 2014 in respect of any such infringement. The information, including any intellectual property, contained in this proposal is confidential and proprietary to the Company. It may only be used by the person to whom it is provided for the stated purpose for which it is provided and must not be imparted to any third person without the prior written approval of the Company. The Company reserves all legal rights and remedies in relation to any infringement of its rights in respect of its confidential information DOCUMENT CONTROL B14158.W Issue Date Issue Details Author Checked Approved A 19/12/2014 TO CLIENT IP AMCP
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TABLE OF CONTENTS 1 INTRODUCTION ............................................................................................................... 1 2 EARTHWORKS ................................................................................................................. 1 3 STORMWATER DRAINAGE ............................................................................................. 1 4 SEWERAGE RETICULATION ........................................................................................... 1 5 WATER RETICULATION .................................................................................................. 1 6 CONCLUSION ................................................................................................................... 2 7 THE CODES ...................................................................................................................... 2 8 CALIBRE CONSULTING CIVIL DRAWINGS .................................................................. 28 TABLES Table 7-1: Division 13: Driveways and Carparking Code 2 Table 7-2: Division 14: Earthworks 7 Table 7-3: Division 15: Sediment and Erosion Control 10 Table 7-4: Division 16: Existing Services Code 11 Table 7-5: Division 18: Transports, Roads and Drainage Code 12 Table 7-6: Division 19: Water Sensitive Design Code 23 Table 7-7: Division 20: Water Supply and Sewerage Reticulation Code 24
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CALIBRE CONSULTING
1 INTRODUCTION
Calibre Consulting (QLD) Pty Ltd (formerly Brown Consulting) has been commissioned by Palm Lake Resort to prepare a
Civil Engineering to support the permissible change application for a retirement community development located on
Trading Post Road Cooroy. The development comprises of Independent Living Units (ILUs), an Aged Care Facility and
associated community facilities. The main entrance to the development is off Trading Post Road.
From an engineering perspective, this report provides preliminary plans for earthworks, roadworks, turning paths, water
and sewer reticulations and erosion and sediment control which are provided in Section 8.
2 EARTHWORKS
The earthworks will be limited to that required for roadworks, allotment access and the installation of services. The
allotments will be left as close as possible to existing surface levels to preserve the existing vegetation and minimise
disturbance to the site. Bulk earthworks plans are provided in Calibre Consulting Drawing No. B14158-SK01 & SK02.
3 STORMWATER DRAINAGE
Stormwater will discharge into the existing gullies in accordance with the proposed Site Based Stormwater Quality
Management Plan Report No. B14158.W-01A dated December 2014.
4 SEWERAGE RETICULATION
This site is within an area currently serviced by Council. Sewer servicing for the site can provided by two options
1. The site will be serviced via a connection in Pearson Road. The 150mm diameter line runs along the northern
side of Pearson Road and terminates on the eastern corner of the subject site; or
2. The site will be service via an onsite pump station and rising main to connection to existing sewer in Trading
Post Road.
The location of the connection point and connections options are provided in Calibre Consulting Drawing No.
B14158-SK07.
5 WATER RETICULATION
Water reticulation for the site is a 150mm diameter main that terminates approximately 30 metres into Trading Post Road.
The location of the connection points are shown on the attached Calibre Consulting Drawing No. B14158-SK08 & SK09.
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CALIBRE CONSULTING
6 CONCLUSION
This Civil Engineering is to support the permissible change application for a retirement community development located
on Trading Post Road Cooroy. This report provides preliminary plans for earthworks, roadworks, turning paths, water and
sewer reticulations and erosion and sediment control.
The following codes and probable solutions primarily relate to matters which would ordinarily be addressed as part of the
detailed design phase for operational works approval. However the matters have been reviewed as part of the preliminary
design considerations during the master planning for the site to ensure that all relevant measures can be satisfied in
accordance with good engineering practices and the design standards otherwise expressed within the codes.
7 THE CODES
Table 7-1: Division 13: Driveways and Carparking Code
Reference The Noosa Plan (Including amendments to 16 September 2013)
Table 14-49 Driveways
14.113 General
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O1 S1.1
Vehicular access does not Vehicular access is located and The main access to the site is via
adversely impact on safety, designed in accordance with Trading Post Road. A secondary access
capacity and operations of the AUSTROADS – Guide to Traffic is proposed off Lamonts Road to
existing or planned road network, Engineering Practice requirements service the aged care facility.
the proposed driveway, cycle paths for sight distance and Section 3 of
or pedestrian pathway systems. AS2890.1 Parking Facilities; Calibre Consulting has provided a
Traffic Impact Assessment Report No.
AND B14158ER01 (December 2014). Refer
for details.
S1.2
Only one footpath crossing is Internal and external footpath details
provided; are shown on the Master Plan for the
site.
AND
S1.3
Driveways, other than within any Preliminary road design have been
setback have a maximum grade in provided in this Report (No.
accordance with Section 3 of B14158.W-02A dated December 2014).
AS/NZS 2890.1. Driveways will have maximum grades in
accordance with Section 3 of AS/NZS
2890.1.
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14.113 General
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O2 Driveways and Crossovers – S2.1
(a) are suitable and safe for their Design of the driveway across the Preliminary road design of the proposal
intended use; and footpath is in accordance with was undertaken to consider the
Council’s Standard Drawings 9002 following:
(b) match Council infrastructure.
or 9005 as appropriate for he
particular type of development as The abovementioned preliminary design
annotated on the drawings; suggests that driveways traversing
footpaths will be in accordance with
AND Council’s requirements and;
S2.2 Driveways are designed and Driveways can and will be constructed
constructed in accordance with in accordance with Council’s standard
Council Standard Drawings 9014, drawings; and
9019, 9020, 9021, as appropriate
for the particular type of
development as annotated on the
drawings;
AND
S2.3
The change in grades in the Changes in grades will comply with
driveways and ramps is in Section 3 of AS2890.1 Parking
accordance with Section 3 of Facilities.
AS2890.1 Parking Facilities.
O3 S3.1 N/A
In commercial zoned areas, the Design of multi-tenanted
number of driveways across developments in commercial zoned
pedestrian footpaths is minimised. areas include shared driveways and
parking areas;
AND
S3.2
Driveways are located so they abut
existing driveways or adjoining
development where practicable and
reciprocal easements are created to
reduce the sealed driveway width.
O4 S4.1
Vehicular access does not Footpath and kerb crossings are All vehicular access will take into
adversely impact on the capacity, located clear of existing stormwater consideration associated infrastructure
operations and maintenance of the inlet structures, water and and landscape during the detailed
existing infrastructure; sewerage infrastructure fittings, any design process.
other exiting utility infrastructure,
AND
existing landscaping and
vegetation.
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14.113 General
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O5 S5.1
Vehicular access does not No solution provided.
adversely impact on the integrity of
existing landscaping or native
vegetation.
O6 S6.1 For:
Driveway run-off is filtered prior to (a) Ancillary dwelling unit, Multiple The application includes a Stormwater
leaving the premises. Housing Types 1 or 2 if less Quality Management Plan provided by
than 5 carparking spaces, Calibre Consulting Report No.
Visitor accommodation Type 1 B14158.W-01A dated December 2014.
and Home based business –
the driveway is formed to drain
to landscaped areas; and
(b) For other uses – grease and
oil arrestors or stormwater
quality improvement devices
are incorporated into the
design to treat run-off prior to
run-off exiting from the
premises.
Table 14-50 –Carparking and Manoeuvring
14.114 Carpark Design and Layout
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O7 S7.1 The number of carparking bays within
the site is generally in accordance
Sufficient carparking is provided to The number of parking and loading with the number specified in Table 14-
accommodate the number and type bays is not less than the minimum 51 vehicle parking requirements.
of vehicles likely to be generated number specified in Table 14-51
by the development having regard Vehicle Parking Requirements; All units will have a garage with
to the specifics of the use allowance for tandem visitor parking
including: OR in all but a few cases. The
apartments allow for one space per
(a) the type and intensity of land
unit plus one space per 4 units for
use;
visitor parking.
(b) any existing parking available
Parking at the aged care facility will
on the site;
allow for the anticipated staff numbers
(c) hours of operation; and visitors to the facility.
(d) likely numbers of users; Calibre Consulting has provided a
Traffic Impact Assessment Report No.
B14158ER01 (December 2014).
Refer for details.
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14.114 Carpark Design and Layout
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
(e) the peak parking demand
periods of uses on the site; S9.2 If insufficient carparking spaces
and are provided, on-site monetary
contribution is made to Council in
(f) the availability of alternative accordance with Section 6 of PSP13
carparking. Contributions in lieu of provision of
off-street carparking.
O8 S8.1
The layout of the development Parking bays, manoeuvring areas, Parking is distributed clearly
provides adequate, clearing queuing areas, loading setdown and throughout the site in accordance with
defined and easily accessible: pickup areas and driveways are the relevant codes.
designed to the standards set out in
(a) on-site vehicle parking and
Sections 2 and 3 of Australian
manoeuvring areas; and
Standard AS2890.1 Parking Facilities
(b) loading and manoeuvring (Part 1: Off-street Carparking) and
areas for delivery and AS2890.2 – Off Street Parking (Part
service vehicles. 2: Commercial Vehicles);
AND
S8.2
The number of loading bays is not Parking and turning areas will be
less than the minimum number provided within the service yard for
specified in Table 14-47. service vehicles required by the
development.
O9 S9.1
Parking areas are located where Carparking areas are accessed from Pedestrian access through the site is
they will not unduly conflict with rear laneways where practicable. separated from intersections and
pedestrians and will not dominate other points of conflict to ensure safe
the streetscape. passage.
O10 S10.1
Provision is made for a reasonable Carparking spaces are provided for Parking for people with disabilities has
number of on site carparking people with disabilities at the rate been catered for in accordance with
spaces identified and reserved for specified in Section 2.4.5 of AS2890.1 the relevant code.
people with disabilities. – Parking Facilities (Part 1: Off Street
Carparking).
O11 S11.1
Access and egress points to not Vehicle manoeuvring areas are A traffic assessment has been
impact on the safety and provided in accordance with Section 3 undertaken to ensure access and
operations of the road system. of AS2890.1 Parking Facilities (Part 1: egress points are safe.
Off Street Carparking) so vehicles
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CALIBRE CONSULTING
14.114 Carpark Design and Layout
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
enter and leave the site in a forward Calibre Consulting has provided a
gear. Traffic Impact Assessment Report No.
B14158ER01 (December 2014).
O12 Parking areas are designed to S12.1
-
At locations where pedestrian and Items discussed will be incorporated
a) provide a progressive reduction vehicle conflicts are likely to occur – during the detailed design stage.
in speed between the external road
and internal parking spaces; a) sight distances of at least 2.5
seconds of travel time at the
b) ensure lower speeds near areas designated speed are provided;
of high pedestrian activity through
the use of appropriate road b) splayed corners on structures are
geometry or devices designed to incorporated;
limit speed; and c) landscaping is designed to allow
c) maintain sight distances which clear views;
are appropriate for the likely d) sign placement ensures that views
operating speeds in all areas of are not impeded;
potential pedestrian/vehicle and
vehicle/vehicle conflict;
O13 A clearly defined pedestrian S13.1 A traffic assessment has been
network is provided that – undertaken to ensure access and
In large open car parks with greater egress points are safe.
a) is located in areas where people than 200 car parking spaces, a
will choose to walk; pedestrian path between parking Calibre Consulting has provided a
spaces is provided on every second Traffic Impact Assessment Report No.
b) ensures that pedestrian B14158ER01 (December 2014).
aisle;
movement through car parking
areas or structures are along aisles Refer to Drawing set provided in this
rather than across them; Report (No. B14158.W-02A dated
December 2014).
O14 S14.1 Calibre Consulting has provided a
Traffic Impact Assessment Report No.
Provision is made for pedestrian No probable solution identified; B14158ER01 (December 2014).
and vehicular queues at conflict
points; Refer to Drawing set provided in this
Report (No. B14158.W-02A dated
December 2014).
O15 S15.1
Parking areas are lit to provide Lighting is provided in accordance Items discussed will be incorporated
security for night-time users. with Australian Standard 1158.1:1997 during the detailed design stage.
- Road Lighting - Vehicular Traffic
(Category V) Lighting - Performance
Installation and Design Requirements.
O16 S16.1 N/A
In mixed use areas of Business Resident carparking is limited to one
centres residents do not compete space per dwelling unit or
with customers for carparking accommodation unit.
spaces.
AND
S16.2
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14.114 Carpark Design and Layout
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
Resident carparking is not located in
the road reserve or between the
residential or business building and
the principal street frontage.
O17 No solution provided Refer to Drawing set provided in this
Report (No. B14158.W-02A dated
Car parking areas are landscaped
December 2014).
to—
a) provide shade;
b) maximise infiltration of
stormwater run-off;
c) define parking areas;
d) reduce direct visibility of car
parking areas from external
viewpoints;
e) soften views of hardstand areas
O18 No solution provided Calibre Consulting has provided a
Traffic Impact Assessment Report No.
Development with the potential to B14158ER01 (December 2014).
generate significant traffic and
parking impacts gives appropriate
consideration to transport and land
use issues23.
Table 7-2: Division 14: Earthworks
Table 14-52 Earthworks
14.120 Effects of Works
Acceptable Solutions (if self-
Specific Outcomes assessable) Proposed Measures
Probable Solutions
(if code assessable)
Drainage:
O1 S1.1
Finished surface levels ensure land The finished surface gradient of any Preliminary design indicates that
is free draining. filled or excavated area is within the finished surface levels will be in
range 0.5% to 1.5% and drains to accordance with required grade range.
Council’s stormwater infrastructure
where available or where stormwater
infrastructure is not available, toward
the street.
Hydraulics:
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CALIBRE CONSULTING
14.120 Effects of Works
Acceptable Solutions (if self-
Specific Outcomes assessable) Proposed Measures
Probable Solutions
(if code assessable)
O2 Any change to the level of land No solution provided. Flood impact has been considered and
does not have an adverse flooding will not have any negative impacts on
impact on the flooding and drainage the site. Refer to Brown Consulting’s
characteristics off-site. report dated October 2007. Updated
analysis is required during detailed
design stage.
Geotechnical Considerations
For Assessable Development:
O3 S3.1
Earthworks do not result in Filling works are undertaken in All earthworks will be undertaken in
geotechnical instability on the accordance with Section 28 – Filling of accordance with the relevant
premises or nearby premises. Site of Council’s PSP5 – Engineering standards to ensure geological stability
Design Standards – Roads and to the subject site and adjoining sites.
Drainage and Earthworks.
AND
S3.2
Where the filling is for residential
commercial or industrial purposes the
works comply with Sections 3 to 6 of
AS3798 – Guidelines for earthworks
on commercial and residential
development.
Local Amenity
O4 S4.1
Earthworks do not cause The following control measures are The earthworks will be conducted with
disturbance to the amenity of the implemented: due consideration to suppression of
neighbouring land. (a) Regular water spraying of dust.
exposed areas to suppress dust;
(b) Provision of dust stabilised or
sealed internal roads;
(c) Protective covering of exposed
areas that are left for more than 2
weeks; and
If there is no valid development permit
for the site, disturbed areas are
revegetated using species identified in
PSP3 – Landscaping Plants and
Guidelines.
AND
S4.2
Earthworks are undertaken only during All works will be conducted within the
the hours of 7am to 6pm, Monday to designated timeframes.
Friday and 7am to 6pm on Saturday.
No work is undertaken on Sunday or
public holidays.
Vegetative Waste
O5 S5.1
Vegetation cleared from a Cleared vegetation is transported off- Vegetation will be used or disposed of
development site is disposed of in site for disposal in an approved green in an environmentally responsible
waste disposal facility; manner.
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14.120 Effects of Works
Acceptable Solutions (if self-
Specific Outcomes assessable) Proposed Measures
Probable Solutions
(if code assessable)
an environmentally responsible OR
manner.
S5.2
Cleared vegetation is mulched onsite
and reused for landscaping of the
finished development;
OR
S5.3
Cleared vegetation is disposed of for
the purpose of firewood.
(Note: Disposal of vegetative waste by
burning off is not an acceptable
method of disposal).
Managing Contamination Risk
O6 S6.1
Materials used as fill are suitable for The fill material is sold clean earth, free It is proposed to aim for balanced
development of the land and filling of putrescible or refuse material, earthworks within the site. However, if
or excavation works do not result in vegetation, acid sulfate soils, building fill material is required, it will be
the contamination of land. or construction material or other investigated by geotechnical engineer
material of contaminants. to ensure that it is satisfactory prior to
OR placement.
S6.2
The site is not on the contaminated
land register.
Haulage Activity & Amenity
O7 7.1
Haulage of material to and from a No solution provided. Refer to O6 above - Haulage will be
site ensures: undertaken with due consideration to
(a) minimal disturbance to residents and Council’s infrastructure.
neighbouring properties and
properties along the haulage
route; and
(b) Council’s road infrastructure
including pavements is not
adversely affected.
Extent of Earthworks
O8 S8.1
Earthworks are contained within the All earthworks, including cut and fill Cut and fill batters will be contained
site. batters, retaining walls etc are within the site boundaries.
contained within the subject site.
O9 S9.1
On sloping sites, excavation, or Cut or fill is less than 2m in depth Cut or fill will be less than 2m in depth
filling are designed to maximise the relative to the natural ground surface. relative to the natural ground surface.
use of natural slope and minimise
the need for cut and fill.
Environmental Protection
O10 No solution provided. Earthworks will be minimised to limit
Earthworks minimise any adverse the impact on groundwater and
impact upon groundwater, watercourses.
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14.120 Effects of Works
Acceptable Solutions (if self-
Specific Outcomes assessable) Proposed Measures
Probable Solutions
(if code assessable)
watercourse, drainage lines,
wetlands, and native vegetation.
Dams
O11 Dam location and construction No solution provided. Existing dams on site will be improved
does not impact upon neighbouring through re-shaping and landscaping
properties in terms of: works as part of the stormwater
(a) hydrology; treatment train solution refer to Calibre
(b) alteration of existing overland Consulting Report No. B14158.W-01A
flowpaths and patterns; dated December 2014)
(c) landslide or failure of dam
wall; and
(d) effluent disposal areas.
Table 7-3: Division 15: Sediment and Erosion Control
Table 14-53 Erosion and Sediment Control
14.143 Effects of Works
Acceptable Solutions (if self-
Specific Outcomes assessable) Proposed Measures
Probable Solutions
(if code assessable)
Erosion and Sediment Control
O1 S1.1
Development minimises erosion Site disturbance is limited to building Sediment and erosion control plans
and transport of sediments off-site. areas, their surround and other use will be generated as part of the
areas; operational works (civil) design
AND drawings to address all aspects of
erosion control.
S1.2 Preliminary consideration of these
Sediment barriers are provided measures are demonstrated in this
throughout and downslope of Report (No. B14158.W-02A dated
disturbed areas to prevent sediment December 2014). Refer to Drawing
washing into gutters, drains and No. B14158-SK03 & SK04.
watercourse either on or off the site.
AND
S1.3 All stockpiles including sand, soil
or building materials are within the
premises and contained within
individual sediment barriers;
AND
S1.4 Sediment basins are provided
where the site contains fine or
dispersive soils;
OR
S1.5 A stormwater catchpit
incorporating a stormwater catchpit
protection device is installed so that all
runoff from disturbed areas flows to the
catchpit;
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14.143 Effects of Works
Acceptable Solutions (if self-
Specific Outcomes assessable) Proposed Measures
Probable Solutions
(if code assessable)
AND
S1.6 For buildings:
(a) Temporary or permanent
downpipes are connected to the
stormwater system before laying
the roof; OR
(b) Localised erosion is avoided by
directing flow from downpipes
over non-erosive areas.
Stormwater Runoff
O2 S2.1 Diversion drains or bunds are Part of the sediment and erosion
Stormwater is diverted around designed and constructed to drain control mentioned above may require
disturbed areas. upstream runoff around the disturbed the diversion of stormwater around
site; disturbed areas.
AND
S2.2 Discharge from the diversion
drains do not cause runoff impacts to
other properties;
OR
S2.3 Alternative methods, as
described in the Institution of
Engineer’s Australia (Queensland
Division) Soil Erosion and Sediment
Control – Guidelines for Queensland
Construction Sites, are used.
Table 7-4: Division 16: Existing Services Code
Table 14-51 Existing Services
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
Setbacks and Easements
O1 S1.1
Development near a sewer, water The footing of any structure or building Due consideration for all infrastructure
main, stormwater drain, overland is located clear of the zone of influence and existing flow paths will occur
flow path or associated structure but no closer than 15.m (measured throughout the detailed design
does not: horizontally) from infrastructure process.
(a) adversely affect the function of including sewers, water mains and
the service; stormwater structures; Preliminary consideration of these
(b) place an additional load on the AND items have been provided in the
service; and Drawings provided in this Report (No.
(c) unduly increase future B14158.W-02A dated December
maintenance costs. 2014).
S1.2 No building of structure
overhangs the zone of influence;
AND
S1.3 Finished surface levels maintain
a minimum of 600mm of cover, but not
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Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
greater than 3m of cover to the
underground infrastructure;
AND
S1.4 If the existing surface level is
altered, surface level services
including manholes and inspection
points are altered to match the new
surface level;
AND
S1.5 Alterations are constructed in
accordance with Sections 3, 4 and 5 of
PSP6 – Engineering Design Standards
–Water and Sewerage and Section 4
of PSPs5 – Engineering Design
Standards – Roads, Drainage and
Earthworks;
OR
S1.6 Existing services are relocated
and the design and construction of the
relocated services is in accordance
with Sections 3, 4 and 5 of PSP 6 –
Engineering Design Standards –
Water and Sewerage and Section 4 of
PSP 5 – Engineering Design
Standards – Roads, Drainage and
Earthworks.
O2 S2.1
Maintenance access is provided to A registered easement in favour of Due consideration will be given to the
all sewers, water mains, stormwater Council is created over all requirements of access for future
drains, overland flow paths and underground infrastructure located in maintenance throughout the detailed
associated structures. private property; design process.
AND
Preliminary consideration of these
items have been provided in the
Drawings provided in this Report (No.
B14158.W-02A dated December
2014).
S2.2
The width of the easement is in the
greater of 3m or the width of the zone
of influence;
AND
S2.3 N/A
The easement is centred over the
centreline of the infrastructure.
Table 7-5: Division 18: Transports, Roads and Drainage Code
Table 14-55 Strategic Transport Network
14.145 Strategic Transport Network
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O1 S1.1
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14.145 Strategic Transport Network
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
Traffic generation from the Where the development leads to the Calibre Consulting has provided a
development is considered in a need to increase transport Traffic Impact Assessment Report No.
localised and a Shire wide context infrastructure in the Shire, the B14158ER01 (December 2014).
to ensure that: development contributes to the
(a) the transport network has the transport network in accordance with
capacity to safely and the requirements of Infrastructure
efficiently accommodate Charges Plans (ICP); and where
projected movements; and/or developments requires infrastructure
(b) the development includes not included in the ICP, the
measure to upgrade the development upgrades the
transport network to meet the infrastructure at no cost to Council.
imposed demands.
O2 The street network has high S2.1 Road planning and Calibre Consulting has provided a
development design facilitates as Traffic Impact Assessment Report No.
street connectivity, both within
many pedestrian and cycle B14158ER01 (December 2014),
the development and to the movements as possible and
surrounding local area. please refer for details.
provides for future connectivity and
integration with adjoining sites;
AND
S2.2 Arterial and sub-arterial roads
are designed so they can operate
with high volumes of traffic during
peak times;
AND
S2.3 Collector and local streets are
provided to support short trips for
local traffic moving in and between
neighbourhoods. Local traffic is
channelled towards collector
streets to ensure that traffic
volumes on local street are kept
low;
AND
S2.4 Collector and local streets are
designed to discourage through
traffic;
AND
S2.5 A collector street is provided
parallel to arterials particularly
where they pass through town
centres;
AND
S2.6 Appropriate width of road and
verge is provided to allow streets to
perform their designated functions
in the street network; AND
S2.7 A network of local streets
focused towards an activity centre
or school is provided for safe and
efficient pedestrian and bike
access to the school, safe
conditions for school buses,
setdown facilities, with on-site
parking where practical;
AND
S2.8 Passive surveillance is
maximised by designing streets to
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CALIBRE CONSULTING
14.145 Strategic Transport Network
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
enable development to front all
streets and roads, including
arterials;
AND
S2.9 Streets near Public
Passenger Transport facilities are
orientated to optimise the walkable
catchments within 800 metres
walking distance;
AND
S2.10 The street network has no
more than 15 percent of lots
fronting cul-de-sacs. The maximum
cul-de-sac length is 120 m; AND
S2.11 Street stubs to adjacent
future development areas are
provided at spacings of 200 m or
closer to enable future street
connections to be made;
AND
S2.12 Street block lengths are not
more than 240 m long, and
predominantly around 150-180 m
long. Street block lengths are
generally shorter closer to town
and neighbourhood centres;
AND
S2.13 Direct, safe and attractive
pedestrian and cycle routes are
provided within and through the
development and connect to bus
stops.
O3 Development is designed: S3.1 Higher density development is The development has a network of
(a) to encourage travel by concentrated along public transport pedestrian paths within the site that
community transport, walking Routes; AND link to external pathways.
and cycling rather than by car; S3.2 There is provision for bus routes
and through development sites;
AND
(b) to maximise accessibility via
S3.3 Bus routes are located to
existing and planned
maximise patronage catchment and to
community transport facilities.
consider personal safety, lighting and
traffic management;
AND
S3.4 At least 90 percent of all residents
are located within 400 metres of an
existing or planned bus route;
AND
S3.5 Pedestrian and cycle movement
is provided within local streets to and
through development;
AND
S3.6 Attractive and safe pedestrian
and cycle connections are provided
with shade trees, graded walking and
cycle paths and lighting;
AND
S3.7 Buildings and pedestrian
entrances are oriented to the street;
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CALIBRE CONSULTING
14.145 Strategic Transport Network
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
AND
S3.8 Pathways have ramps at all kerb
corners for wheelchair and pram
access;
AND
S3.9 Every development has
convenient and prominent pedestrian
entrances that cater for all pedestrians
including older people, children and
the mobility and vision impaired;
AND
S3.10 Expanses of ground level blank
walls along street frontages, and large
driveways and entrances to carparks
are avoided;
AND
S3.11 Bus routes are not be located
away from activity centres; and
AND
S3.12 Facilities for boarding and
exiting community transport facilities
are incorporated into developments;
AND
S3.13 Pedestrian and cycle routes
within or adjacent to the development
are overlooked by adjoining buildings,
make use of views and attractive
sights, have lighting and are
signposted;
AND
S3.14 Suitable car restraint measures
are adopted within the development
such as lower speed limits or traffic
calming.
measures to support greater
pedestrian and cycle movement;
AND
S3.15 Traffic management devices on
potential bus routes are provided in
accordance with the Self-assessable
code for undertaking road works on
local government roads, under the
Transport Planning and Coordination
Regulation 2005;
AND
S3.16 Streets identified as potential
bus routes are—
a) collector streets and sub-
arterial/arterial roads which provide
highly accessible and relatively direct
routes wherever practical;
b) those that provide for the shortest
and most direct route for an efficient
public transport service; and
c) those that can efficiently service
adjoining development areas.
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CALIBRE CONSULTING
14.145 Strategic Transport Network
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O4 Development access does not No solution provided. Calibre Consulting has provided a
compromise the functions of Traffic Impact Assessment Report No.
particular roads as indicated in B14158ER01 (December 2014),
Noosa Shire hierarchy, and does please refer for details.
not adversely impact on the safety,
capacity and operations of the road
system.
S5.1 Consideration is given to existing Calibre Consulting has provided a
O5 Pedestrian and cycle path and future pathway linkages and Traffic Impact Assessment Report No.
infrastructure is provided – pathways link to the Local and B14158ER01 (December 2014),
a) to form an integrated component Regional Cycle Network and to the please refer for details.
of the movement network and the Priority Infrastructure Plan in Part 15.
open space system; S5.2 Direct and accessible linkages
b) to encourage walking and are provided into the site.
cycling; S5.3 Pathway and landscape works
c) to add variety and visual interest; are provided to a high standard to
d) to conserve street trees, Council specifications and assessed
vegetation and other significant for compliance with local government
features; cycling facility design standards.
e) to allow equitable access to S5.4 Pathways are provided to cater
public areas and community for shared use and cater for both
facilities; commuting and recreational usage
f) with adequate lighting where and exceed minimum standards.
subject to high night time usage;
g) in locations where there is casual
surveillance;
h) or widened at potential conflict
points;
i) to incorporate—
i) street tree planting to enhance the
streetscape;
ii) directional signage that is visible
under all conditions.
O6 Pedestrian and cycle path S6.1 Pedestrian and cycle path Calibre Consulting has provided a
infrastructure is designed and infrastructure is designed and Traffic Impact Assessment Report No.
constructed to – constructed – B14158ER01 (December 2014),
a) provide a stable, smooth surface, a) in accordance with please refer for details.
including across driveways, AUSTROADS Part 14 - Bicycles,
sections and joins; Section 6;
b) be easily maintained; b) to comply with local government
c) a width and longitudinal gradient design standards.
to cater for projected usage, c) to have navigational signs in
including nearby— accordance with Council
i) high activity nodes; ‘Wayfinding
ii) public transport; signage specifications.
iii) centres; d) to incorporate –
d) provide clear sight-lines for safe i) kerb ramps at all intersections
use; and designated crossings;
e) be free of any obstructions such ii) refuge islands on all roads with
as fences, signage and bollards. median strips;
iii) holding rails for cyclists at the
intersection of trunk collector, sub-
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CALIBRE CONSULTING
14.145 Strategic Transport Network
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
arterial and arterial roads that are
positioned in accordance with –
A. Australian Standard 1742.9:
2000 - Manual of Uniform Traffic
Control Devices - Bicycle
Facilities; and
B. AUSTROADS Part 14 - Bicycles
- Section 9; and
C. AUSTROADS Part 13 –
Pedestrians.
Table 14-59 Roads and Drainage
14.147 Road and drainage design
and construction.
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O7 S7.1
Roads and pedestrian and cycle Road planning and design supports Calibre Consulting has provided a
paths are planned and designed to the hierarchy and functional aspects Traffic Impact Assessment Report No.
support the hierarchy and identified in Sections 2 and 3 of PSP5 B14158ER01 (December 2014),
functional aspects identified in Engineering Design Standards – please refer for details.
Sections 2 and 3 of PSP5 Roads, Drainage and Earthworks; All roads will be designed in
Engineering Design Standards – AND accordance with relevant Council
Roads, Drainage and Earthworks policies and engineering guidelines.
and to ensure that:
(a) design and alignment of the
roads, intersections and all
associated works:
i. provides a safe
environment for all users;
ii. is adequate for the design
speed environment;
iii. is adequate for predicted
traffic volumes; and
iv. maintains the safe and
efficient functioning of
the road network without
the use of traffic signals;
v. is compatible with
existing roads;
vi. is easily maintained by
Council equipment; and
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CALIBRE CONSULTING
14.147 Road and drainage design
and construction.
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
vii. where appropriate, has S7.2 Road and pathway planning and
the ability to design is in accordance with, in order
accommodate public of precedence:
transport services.
(b) Road pavement surfaces: (a) Noosa Integrated Local
i. are durable enough to Transport Plan;
carry estimated wheel (b) Queensland Transport’s
loads of travelling and Shaping Up;
parked vehicles;
(c) Queensland Design
ii. provide for the safe Code for Residential
passage of vehicles; Streets;
pedestrians, cyclist and
discharge of stormwater (d) AUSTROADS Guide to
runoff from contributing Traffic Engineering
catchments and the Practice;
preservation of all (e) Sections 2 and 3 of
weather access; PSPS 5 Engineering
(c) kerb and channel: Design Standards –
Roads, Drainage,
i. controls vehicle Earthworks; or
movement by delineating
the carriageway for all (f) The Noosa Cycling and
users; Walking Network
Development Plan; or
ii. conveys road pavement
runoff to stormwater (g) A combination of the
drainage in a manner that principles in these
allows the road to be documents.
trafficable in Q100 ARI AND
local rainfall events; and
(d) verges and footpaths; S7.3 On road cycling treatment is
i. safe access for utilised to provide safe and continuous
pedestrians and cyclists movement of cyclist along a roadway,
clear of obstructions; such as:
ii. an access area for (a) sealed shoulders;
vehicles onto properties; (b) wide kerbside lane;
iii. a corridor allocated for (c) exclusive or peak period bicycle
services and utilities; and lane;
iv. additional amenity for (d) advisory treatments such as
minor roads. Bicycle Awareness Zone;
(e) shared parking/bicycle lane;
(f) contra flow bicycle lane; and
(g) bus/bicycle lane.
S7.4 The provision of bicycle lanes at
intersections is generally in
accordance with AUSTROADS Part
14, Section 5 and the Manual of Urban
Traffic Devices (MUTCD) Part 9.
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CALIBRE CONSULTING
14.147 Road and drainage design
and construction.
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O8 S8.1
Stormwater drainage infrastructure Stormwater drainage planning, design Stormwater drainage will be designed
is planned, designed and and construction is in accordance with in accordance with Council
constructed to: Section 4 of PSP 5 Engineering requirements and with consideration to
(a) be accessible, cost effective Design Standards – Roads, Drainage the Stormwater Quality Management
and easily maintained. and Earthworks; Plan provided by Calibre Consulting
(b) Protect downstream capacity; AND Report No. B14158-01A.
(c) Protect downstream water
quality; S8.2 As constructed data is submitted
(d) Maximise onsite stormwater in accordance with Section 6 of PSP 5
retention and retardation; and Engineering Design Standards –
(e) Convey runoff to stormwater Roads, Drainage and Earthworks;
drainage in a manner that AND
allows roads to be trafficable
in Q100 ARI local rainfall S8.3 Stormwater drainage planning,
events. design and construction is in
accordance with the Queensland
Urban Drainage Design Manual.
O9 S9.1
Road and stormwater drainage Road and stormwater drainage Roads and the stormwater networks
infrastructure is constructed: infrastructure is constructed in will be designed in accordance with
(a) in accordance with appropriate accordance with: Council requirements. Refer to
engineering standards; and (a) Sections 2,3 and 4 of PSP5 Drawing No. B14158-SK03 & SK04
(b) to minimise adverse Engineering Design Standards – for Erosion and Sediment Control
environmental impacts, Roads, Drainage and Layout Plans
including from runoff and Earthworks;
erosion. (b) Queensland Design Code for
Residential Streets;
(c) AUSTROADS; or
(d) A combination of the principles of
these documents.
AND
S9.2 Erosion and sediment control
measures are designed and
implemented in accordance with the
Institution of Engineers Australia (Qld
Division) Soil Erosion and Sediment
Control – Guidelines for Queensland
Construction Sites.
Environmental Protection
O10 S10.1
Roads and stormwater drainage Roads and stormwater drainage follow Consideration will be given to all
infrastructure are located and the edge of existing disturbed areas; or environmental factors throughout the
aligned so as to: alternatively, these works are co- detailed design phase.
(a) minimise disturbance to native located within a combined utility Refer to the Stormwater Quality
vegetation and/or other habitat corridor; Management Plan provided by Calibre
areas; AND Consulting Report No. B14158.W-01A
dated December 2014).
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CALIBRE CONSULTING
14.147 Road and drainage design
and construction.
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
(b) protect and maintain wildlife S10.2 Roads avoid native vegetation
corridor movements and the and provide for fauna underpasses
safety of native fauna; and associated fencing where
(c) minimise changes to the appropriate;
hydrological regime, including AND
drainage patterns, runoff and
water quality; S10.3 Road infrastructure within or
(d) avoid crossing watercourses, adjacent to native habitat incorporates
drainage lines and wetlands, fences which allow for protected
but where such crossings are wildlife movement and controls
unavoidable, disturbed areas unrestricted access of domestic cats
are reinstated and revegetated and dogs;
on completion of works; and AND
(e) minimise bulk earthworks.
S10.4 Native vegetation is protected
from clearing or construction activities
by:
(a) clearly marking
vegetation to be retained
with flagging tape;
(b) installing protective
fencing around the
dripline of vegetation;
and
(c) ensuring stock piling,
storage and vehicle
parking occur outside
the areas of vegetation
to be retained;
AND
S10.5 Low impact construction See Above
techniques are used around areas of
vegetation to be retained to minimise
interference with the vegetation.
O11 S11
Roads and stormwater drainage No solution provided. Constructed road and drainage
infrastructure is proven to be infrastructure will satisfy Council’s
suitable for its use prior to Council requirements prior to hand over.
accepting the dedicated asset.
O12 S12
Alignment of stormwater drainage The location, design and construction Infrastructure will be located for ease
infrastructure is to allow for easy of stormwater drainage structures is in of maintenance, easements will be
access for the ongoing accordance with Sections 4 and 5 of established where required.
maintenance by Council. PSP5, Engineering Design Standards
– Roads, Drainage and Earthworks;
AND
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CALIBRE CONSULTING
14.147 Road and drainage design
and construction.
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
S10.2 Where infrastructure is located
on private land an easement is
dedicated over the infrastructure in
accordance with Section 4 of PSP5
Engineering Design Standards –
Roads, Drainage and Earthworks.
14.148 Frontage Works
O11 Development is provided with S11.1 The following infrastructure All necessary frontage works will be
external roadworks along the full components already existing at the constructed and will consider all
extent of the frontage of the site to frontage of the site or are provided at necessary associated infrastructure.
an appropriate standard having the developer’s expense:
regard to the specified function of (a) full width sealed road;
the road. (b) concrete kerb and channel where
appropriate;
(c) forming and grading to footpaths;
(d) vehicular kerb and footpath
crossings;
(e) a constructed bikeway;
(f) a constructed footpath;
(g) a constructed carriageway;
(h) required alterations to public
utility mains, services or
installations;
(i) construction of any required
alterations to public utility mains,
services or installations;
(j) stormwater drainage works; and
(k) installation of electrical conduits.
AND
S11.2 Road and drainage design and
construction is in accordance with
Sections 3 and 4 of PSP 5 Engineering
Design Standards – Roads, Drainage
and Earthworks.
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
14.149 Road and Rail Corridors
O12 S12.1
Noise sensitive uses including Noise sensitive uses including An acoustic assessment has been
residential uses are not subjected residential uses are separated by a undertaken in relation to this criteria.
to high traffic noise levels from the minimum of: Please refer to associated report from
major road network or rail corridors. (a) 40m from the property ASK Consulting Engineers.
boundary of roads within
the major road network;
and
(b) 80m from the property
boundary of rail
corridors.
OR
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CALIBRE CONSULTING
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
S12.2 Development in the vicinity of
road corridors meets the following
external design criteria for roads in the
major road network:
(a) 63dB(A)L10(18 hours) based on
predicted traffic volumes ten
years hence;
AND
S12.3 Development in the vicinity of
rail corridors meets the following
external design level noise criteria:
(a) 65dB(a), assessed as the 24
hour average equivalent
continuous A-weighted sound
pressure level; and
(b) 87dB(A) assessed as a single
event maximum sound pressure
level.
14.150 Staged Development
O15
Staged development is planned, No solution provided. Staged development is proposed and
designed and constructed to ensure due consideration for required services
that: will be allowed for.
(a) each stage of the development
can be constructed without
interruption to services and
utilities provided to the
previous stages;
(b) the infrastructure provided is
capable of servicing the entire
development; and
(c) the materials used are
consistent throughout the
development.
14.151 Alterations to Services and
Utilities
O16 S16.1
Any alteration or repairs to Any alteration or repair to Any change to existing infrastructure
infrastructure as a result of the infrastructure as a result of the will be rectified at the expense of the
development are made at no cost to development are completed at the developer.
Council. developer’s expense.
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CALIBRE CONSULTING
Table 7-6: Division 19: Water Sensitive Design Code
Table 14-61
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
Water Reuse
O1 S1.1
Development uses a combination of No solution provided. The development uses a combination
detention and retention systems to of detention and retention. Please refer
capture runoff from areas on the to the Concept Stormwater Quality
site; Report No. B14158.W -01A
undertaken by Calibre Consulting
AND
dated December 2014.
O2 S2.1 Refer to the Concept Stormwater
Quality Management Report No.
Water storage devices must have No solution provided. B14158.W -01A undertaken by Calibre
sufficient capacity having regard to
Consulting dated December 2014.
local rainfall pattern and the
catchment area of roof or other hard
standing surface.
AND
O3 S3.1
Captured water utilised for all non- Captured water is plumbed to be Refer to the Concept Stormwater
potable uses on site; available for all external uses including
Quality Management Report No.
gardening, irrigation, ponds, filling
AND B14158.W -01A undertaken by
swimming pools and outdoor cleaning,
as well as all ground floor toilet cisterns Calibre Consulting dated December
and washing machine cold taps; and 2014.
S3.2
Where the captured water is used for
toilet flushing and/or laundry use, an
automatic or manual interchange
device that allows alternate use of
capture water or the reticulation water
supply is installed to ensure that there
is a continual supply of water for
sanitary flushing and laundry use.
O4 S4.1
Onsite detention does not adversely No solution provided. Refer to the Concept Stormwater
impact on water requirements Quality Management Report No.
downstream of the site where the B14158.W -01A undertaken by Calibre
water is required to sustain the Consulting dated December 2014.
ecology and hydrology of
downstream systems
(environmental flows);
AND
O5 S5.1
Within the Shire Business Centre No solution provided. N/A
site, as shown on Map SBC, on site
detention measures are contained
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CALIBRE CONSULTING
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
within the developed areas of the
site, clear of drainage lines and
Open Space precincts.
Run-off Treatment
O6 S6.1
Run-off that leaves the site is No solution provided. Refer to the Concept Stormwater
treated so as not to adversely Quality Management Report No.
impact on the ecology and B14158.W -01A undertaken by Calibre
hydrology of downstream Consulting dated December 2014.
environmental flows; Bioretention Basins, Constructed
Wetlands and Water Quality Control
AND
Ponds have been incorporated into the
treatment train.
O7 S7.1
Within the Shire Business Centre as No solution provided. N/A
shown on Map SBC –
(a) run-off treatment occurs within
the site; and
(b) drainage lines are only used
for final polishing of run-off.
Town Water Supply Connections
O8 Backflow devices or similar S8.1 A suitable backflow prevention Suitable backflow prevention devices
systems ensure water reuse device is installed to protect the will be installed in appropriate
facilities have no impact on the potable water within the reticulation locations of the potable water supply.
quality of the town mains water. water supply in accordance with
AS/NZS 3500:2003 Plumbing and
Drainage.
Use of Natural Treatments and
Systems
O9 Natural treatment strategies, No solution provided We refer you to Brown Consulting
including grass swales and bio- report dated October 2007. We note
retention systems, vegetated that bioretention swales, GPT and
filtration strips and gross pollutant control ponds will be used to treat run-
traps are used where practicable; off.
AND
O10 Within the Shire Business No solution provided. Not Applicable
Centre as shown on Map SBC,
where necessary, drainage lines are
ecologically enhanced to ensure
that the water quality polishing
functions are of high standard.
Table 7-7: Division 20: Water Supply and Sewerage Reticulation Code
Table 14-59 Water Supply
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
14.1164 Design and Construction
(Water)
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CALIBRE CONSULTING
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O1 Water Supply Infrastructure S1.1 Water supply infrastructure is A water supply analysis has been
designed in accordance with Section undertaken. The results of the study
(a) Meets the needs of the users;
3 of PSP 6 – Engineering Design indicate that sufficient capacity is
(b) Is designed to be compatible Standards – Water and Sewerage available for the proposed
with existing infrastructure; and As Constructed data submitted in development.
and accordance with Section 7 of PSP 6 –
Engineering Design Standards –
(c) Is deigned using materials Water and Sewerage.
that are suitable for the use,
durable, easy to maintain and
cost effective, taking into
account the whole of life cycle
cost and Council’s
maintenance inventory.
O2 Water supply infrastructure is S2.1 Water supply infrastructure is All water supply infrastructure will be
constructed: constructed in accordance with constructed and tested in accordance
Section 6 of PSP 6 – Engineering with Council requirements.
(a) in accordance with
Design Standards – Water and
appropriate engineering
Sewerage;
standards; and
AND
(b) to minimise adverse
environmental impacts.
S2.2 Erosion and Sediment control Erosion and sediment control
measures are designed and measures will be prepared as part of
implemented in accordance with the the operational works (civil) design
Institution of Engineers Australia (Qld drawings.
Division) Soil Erosion and Sediment
Control – Guidelines for Queensland
Construction Sites.
O3 Water supply infrastructure is No solution provided. Water supply infrastructure will be
proven to be suitable for its use constructed and tested to Council’s
prior to Council accepting the satisfaction prior to hand over.
dedicated asset.
O4 Water supply infrastructure is No solution provided. Water supply infrastructure will be
provided with all supporting supported by all required technical
technical documentation. documentation.
O5 Where buildings or other S5.1 The footing of any building or All existing infrastructure will be
structures are in proximity to structure is located clear of the zone protected from the proposed works.
Council’s water supply of influence but no closer than 1.5m
infrastructure, provision is made to (measured horizontally) from
protect the infrastructure from infrastructure including sewers, water
physical damage and to allow mains and stormwater structures.
ongoing maintenance by Council.
AND
S5.2 A registered easement in favour
of Council is created over all
underground infrastructure located in
private property;
AND
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CALIBRE CONSULTING
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
S5.3 The width of the easement is
the greater of 3m or the width of the
zone of influence;
AND
S5.4 The easement is centred over
the centreline of the infrastructure.
O6 Alignment of water supply S6.1 Infrastructure is designed and Detailed design considerations will
infrastructure allows for easy constructed on the preferred ensure ease of maintenance is
access for the ongoing alignments in accordance with achieved.
maintenance by Council. Section 3 of PSP 6 Engineering
Design Standards – Water and
Sewerage.
O7 Any alterations or repairs to S7.1 Any alterations or repairs to Existing infrastructure will be
infrastructure as a result of the infrastructure as a result of the protected at all times. Any changes
development are made at no cost development are completed at the will be rectified at the developer’s
to the Council. developer’s expense. expense.
14.183 Design and Construction
Sewer
O8 Sewerage Reticulation S1.1 Sewerage Reticulation Sewer infrastructure will be designed
Infrastructure infrastructure is designed in to cater for the intended load and will
accordance with Sections 4 and 5 of be compatible with existing
(a) Meets the needs of the users;
PSP 6 – Engineering Design infrastructure.
(b) Is designed to be compatible Standards – Water and Sewerage.
with existing infrastructure;
and
(c) Is designed using materials
that are suitable for the use,
durable, easy to maintain and
cost effective, taking into
account the whole of life cycle
cost and Council’s
maintenance inventory.
O9 Sewerage Reticulation S9.1 Sewerage Reticulation Sewer infrastructure will be designed
infrastructure is constructed: infrastructure is constructed in in accordance with Council
accordance with Section 6 of PSP 6 – requirements and general engineering
(a) in accordance with
Engineering Design Standards – principles.
appropriate engineering
Water and Sewerage and As
standards; and
Constructed data submitted in
(b) to minimise adverse accordance with Section 7 of PSP 6 –
environmental impacts. Engineering Design Standards –
Water and Sewerage;
AND
S9.2 Erosion and Sediment control
measures are designed and
implemented in accordance with the
Institution of Engineers Australia (Qld
Division) Soil Erosion and Sediment
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CALIBRE CONSULTING
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
Control – Guidelines for Queensland
Construction Sites.
O10 Sewerage Reticulation No solution provided. Sewer infrastructure will be tested and
infrastructure is proven to be inspected to Council’s satisfaction
suitable for its use prior to Council prior to hand over.
accepting the dedicated asset.
O11 Sewerage Reticulation supply No solution provided. All supporting documentation will be
infrastructure is provided with all provided during detailed design.
supporting technical
documentation.
O12 Where buildings or other S12.1 The footing of any building or All existing infrastructure will be
structures are in proximity to structure is located clear of the zone protected from the proposed works.
Council’s water supply of influence but no closer than 1.5m
infrastructure, provision is made to (measured horizontally) from
protect the infrastructure from infrastructure including sewers, water
physical damage and to allow mains and stormwater structures.
ongoing maintenance by Council.
AND
S12.2 A registered easement in
favour of Council is created over all
underground infrastructure located in
private property;
AND
S12.3 The width of the easement is
the greater of 3m or the width of the
zone of influence;
AND
S12.4 The easement is centred over
the centreline of the infrastructure.
O13 Alignment of sewerage S13.1 Infrastructure is constructed on Detailed design considerations will
reticulation infrastructure is to the preferred alignments in ensure ease of maintenance is
allow for easy access for the accordance with Section 4 of PSP 6 – achieved.
ongoing maintenance by Council. Engineering Design Standards –
Water and Sewerage.
O14 Any alterations or repairs to S14.1 Any alterations or repair to Existing infrastructure will be
infrastructure as a result of the infrastructure as a result of the protected at all times. Any changes
development are made at no cost development are completed at the will be rectified at the developer’s
to Council. developer’s expense. expense.
B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS CIVIL ENGINEERING REPORT | 27
Page 31
CALIBRE CONSULTING 8 CALIBRE CONSULTING CIVIL DRAWINGS Drawing No B14158-SK01: Bulk Earthworks Plan Sheet 1 of 2 Drawing No B14158-SK02: Bulk Earthworks Plan Sheet 2 of 2 Drawing No B14158-SK03: Erosion and Sediment Control Layout Plan Sheet 1 of 2 Drawing No B14158-SK04: Erosion and Sediment Control Layout Plan Sheet 2 of 2 Drawing No B14158-SK05: Roadworks and Drainage Plan Sheet 1 of 2 Drawing No B14158-SK06: Roadworks and Drainage Plan Sheet 2 of 2 Drawing No B14158-SK07: Sewerage Reticulation Layout Plan Drawing No B14158-SK08: Water Reticulation Layout Plan Sheet 1 of 2 Drawing No B14158-SK09: Water Reticulation Layout Plan Sheet 2 of 2 Drawing No B14158-SK10: Turning Paths Sheet 1 of 4 Drawing No B14158-SK11: Turning Paths Sheet 2 of 4 Drawing No B14158-SK12: Turning Paths Sheet 3 of 4 Drawing No B14158-SK13: Turning Paths Sheet 4 of 4 B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS CIVIL ENGINEERING REPORT | 28
Page 32
BE RL 102.10 SY NY WE SY \ ’
LEGEND “FL RL 102.40 SNH SN ‘y CY
| CUT HATCH 5
FILL HATCH
BE RL 102.05
FL RL 102.35
BE RL 100.95
FL RL 101.25
DESIGN SURFACE CONTOUR (0.20m INTERVAL)
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CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES
BE RL 103.35/BE RL 103.45) BE RL 103.50)BE RL 103.60)/BE RL 103.85)BE RL 104.208 RL 104.65|BE RL 105.30)BE RL 105.90)BE RL 106.50/BE RL 106.90/BE RL 107.20)
FL RL 103.65/FL RL 103.75) FL RL 103.80FL RL 103.90/FL RL 104.15/FL RL 104.S0{\FL RL 104.95jFL-RL 105.60}FL RL 106.20/FL RL 106.80/FL RL 107.20jFL RL 107.5
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LE, B14158-SKOLdwg “DATE: 18-12-2086, TNE 1s 2, 2
cet’: X_BI41S8_TITLE X_BI4ISB_BASAX_BIHS8_ CONS USR: nathdn taylor by 2
Fret [once [onava] OATE orsran omen ‘SCALE (METRES T WICROFILM fo, CHIENT a DRAWING TITLE
‘AMENDMENT DETAILS: SURVEYOR: KEN HICKS & ASSOCIATES
BR DR De wat | RTS RS 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT coe AUSTIALA BULK EARTHWORKS
Mie - 1500 10 50 10 20 M1 Ph (07) 5443 2844 Fax (07) 5443 7146 | vi LAYOUT PLAN
i 1.1000 3 Li .
plc DRAWN CHECK PROJECT No. ‘APPROVED ANDREW NGO RPEQ 12379 PALM LAKES - COOROY lio Calibre Consulting (QLD) Pty Lid SHEET 1 OF 2
Yb ‘ Eevee
te B14158 aA RETIREMENT VILLAGE Caliore ieee eet See [aR =
siF FOR_& ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING Biskans Caner ldboorm Sydney Sippo Semstout Lic bt B14158-SK01 A
Page 33
7 “104
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of
FLE: Bts1S8-SKO2.dwg_ DATE: 18-12-2014 TIME: 1641
Pxref’s: X_BIS158_TITLE X_B14158_BASE X_BI4158_CONTS USR: nathan taylor
FLOWS TO BE PIPED
CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES
OVERLAND FLOW PATH.
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7
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50° . FL RL 105.50 FL RL 105.95
pr Na’ :
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thi St / NC \ N . | \é I Bp SZ NA | FL RL 106.25
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00 || INSP FL RL 107,00 FL RL 107.30 > FL RL 107.30. FLRL 106.70 [| FLRL 106.70 FL RL 106.55 YAT | FL RL 106.55 BE RL 106.10
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RL 107.50]FL RL 107.70|FL RL 107.85/FL RL 107.80/FL RL 107.70|FL RL 107.60]FL RL 107.50/FL RL 107.40/FL RL 107.25]FL Rb 107.15 FL RL 107.05 FL 5 106.95) FL RL 106.85FL RL 106.75|FL RL 106.65FL RL 65H oo$ ee cody
;
CUT HATCH
FILL HATCH
DESIGN SURFACE CONTOUR (0.20m INTERVAL)
EXISTING SURFACE CONTOUR (0.50m INTERVAL)
Fusst [CALCS [oRAwa] _OATE
NT [NT [26.8
AMENDMENT DETAILS:
DESIGN CHECK|
NT_[-NT_[ 18.12.14 [AGED CARE FACLITY AND CAR PARK ADDED.
1500 10
‘SCALE ( METRES) WIGROFILM No.
50 10 20 At
DRAWN CHECK|
@4zmz0zmE>
me] o] | >
ssi000
AB PROJECT No.
B14158
SURVEYOR: KEN HICKS & ASSOCIATES
49 THE ESPLANADE MAROOCHYDORE
Ph (07) 5443 2844 Fax (07) 5443 7146
‘APPROVED ANDREW NGO RPEQ 12329
GRANT HALCROW RPEG 12509
MATTHEW HILL RPEQ 11578
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
PALM LAKES RESORT
PALM LAKES - COOROY
RETIREMENT VILLAGE
Cc
calibre
CONSULTING
oS BULK EARTHWORKS
Dy LAYOUT PLAN
Smee Se bare OE
SE teen naar eee smear Sei B14158-SK02 A
Page 34
FOR CONTINUATION REFER INSET
~ .
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MN)
“7 145 SS SASS SA
25 Wp Vag
My
L
7
/
N
YT
SSA “
PQ J
SSW SX 5 :
LNA °
SNS \ ¢
Ss
WY SQ, oN
NNN SS SEDIMENT FENCE ALONG EXISTING
WSS BOUNDARIES
SSS
| a
7
Ixy STORMWATER BASIN TO BE
ON UTILISED AS A TEMPORARY
aN VY SEDIMENT BASIN DURING THE
ne ~~
CONSTRUCTION PHASE
iN
IK
[ay
uw
aa
Ww
Oe
i
Lu
[ay
Oe
Zz
io
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SEDIMENT FENCE ALONG EXISTING | s
BOUNDARIES 70 IN aT 67 54 |3
= VSS _
4 Wha Zz
j A U j Ss
\ val “ < 66 55 ja
4 L x4 V ZL
q ef | q
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4 ake
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s Ks
| |
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Se Ses
£ & ere PSS o e ar al t & “A
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- S 105 104 103 102 101 100 7 76 75 62 61 60
. . CONCEPT PLAN ONLY yo™
\ NOT TO BE USED FOR NN
\¥ CONSTRUCTION PURPOSES ) \, fe
SS : , S DSS SS = = SS = == == u
peer tie RNEP R TN os na tl y ur va ae in is vst vat vn a
Fast [once [owe] —onTe SCALE METRES TICROFIEW Wo TUENT DaRWNG TIE
foal AMENDMENT DETAILS DESIGN cHECK SURVEYOR: KEN HICKS & ASSOCIATES
mee | | Baie 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT on nn EROSION AND SEDIMENT CONTROL
Mp 1500 10 5 0 10 20 M1 Ph (07) 5443 2844 Fax (07) 5443 7146 | vi LAYOUT PLAN
sie Drawn cncex]| 120° A3 7 proscar ma ['ARRROVED yw a a PALM LAKES - COOROY lio Cali Consuing (OLD) Pty Ld SHEET 1 OF 2
“> GRANT HALCROW RPEQ 12509 ae Aa 4101 ead
B14158 RETIREMENT VILLAGE callore Ll a a STO aa
i F FOR & ON BEHALF OF CALIBRE CONSULTING worn “ee CONSULTING i oii ease oa B14158-SK03
Page 35
SEDIMENT FENCE ALONG
EXISTING BOUNDARIES
SEDIMENT FENCE'ALONG)
EXISTING BOUNDARIES
4 BeELIE wt
iE ananaaae
hi
H "
hs + pgs WA X
N il
STORMWATER BASIN To BE > }p—-4—---«-----------4-. 3_-__ \..
UTILISED AS A TEMPORARY “ 7 Hee i aa 77 yo
SEDIMENT BASIN DURING Te | . i} i na BE
CONSTRUCTION PHASE ff] Ss 5 {aah d(aehe aa
| 3 re m
BSL RO
| i ——
T
_- Boo een Rn GHOSE Snr au eeX. ee _ ‘
esa | I - NE iy MT PPh VT ~TN iq A 7 4
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eG VR SS sate
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4 | N\& | chit iy 7 > 1
AM VBR Oe Lae 1 < #
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yf 4 Mi MO Taty
6 NTT, 1 » || | / th saan
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| | s 4 - iy = +
yy BY) ar 42 ak nh 32 28 Ng 21 16 i) i 9 4 | Wa a” meee /
Noo Alt fs cI b———~—3}/\/AL_ Le Wk yi | 8 So pe
qe Se eee aa hte
| 46 eg ge Be ° qr
i iat i ced
i i roa) iia oo ;
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tS a7 (Bo
59 46 4 5 eet
a
: SEDIMENT FENCE ALONG
EXISTING BOUNDARIES
\ J vez vs 3
p— Be st — gr — — —0t- — —ust —
CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES
FILE: B14158-SKO4.dwg DATE: 18-12-2014 TIME: 16:44 _
IXref's: X_B14158_TITLE X_B14158_BASE X_B14158_CONTS USR: nathan taylor “
rast [ence pum] one vanan Gmc TERETE TIGROFI Wo oer wn TaaNS TLE
AMENDMENT DETAILS SURVEYOR: KEN HICKS & ASSOCIATES
mei LM fea 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT ‘CONSULT AUSTRALIA EROSION AND SEDIMENT CONTROL
Mp 1500 10 5 0 10 20 M1 Ph (07) 5443 2844 Fax (07) 5443 7146 | vi LAYOUT PLAN
ie saan Gace *1000 a3 PROJECT Ne. ae oe Re me PALM LAKES - COOROY Cc aliobre Ca ag Ly asl SHEET 2 OF 2
ile B14158 MATTHEW HLL RPEO 1578 RETIREMENT VILLAGE Leal GaSe ee Say [INE KER
SlF FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING ‘ister Cenbera Webourm Sydney Singepom SumiineCont = Lic 4064 B14158-SK04
Page 36
FOR CONTINUATION REFER INSET LEGEND
Liz; ES A 7
4S WX FOR STORMWATER S A) -- PROPOSED EDGE RESTRAINT KERB
ZZ NX BASIN DETAILS REFER
YZ EZ ZFS SSNS B14158.W DRAWINGS 5 Sw0- Sw PROPOSED STORMWATER DRAINAGE
GZ Ye ER SN RW y Ra. Rw PROPOSED ROOFWATER DRAINAGE
~
YY, ZL SS AX — so — sn — EXISTING STORMWATER DRAINAGE
‘Lif WSS
4544p) SSS ROKK OFS NOY ND KES NOD fe DESIGN SURFACE CONTOUR (0.20m INTERVAL)
4% Yy \VS WS -=----=-------- EXISTING SURFACE CONTOUR (0.50m INTERVAL)
“Yi; WYN SS
“uy WSS
LLL SS
: y,
FOR STORMWATER
BASIN DETAILS REFER
B14158.W’ DRAWINGS
FOR CONTINUATION REFER SHEET 2
\ 107
oN CONGEPT PLAN ONLY SK exists stornwarer 105 7oa | 103 | 102) 101) 100! 7 76 75 62 61 60 5
‘ é NOT TO BE USED POR XS DRAINAGE TO BE PIPED
,
\ CONSTRUCTION PURPOSES THROUGH DEVELOPMENT.
: a Z
FILE: mandy 98-12-2094 TIME: 16:44 -
Xref's: X_B14158_TITLENY_Btsi58 “BASE X_B14158_CONTS USR: nathan taylor
Tat [once ua] Oa Tuan Gok SORE METRES TORGTTT SORT SAAT TE
AMENOMENT DETAILS SURVEYOR: KEN HICKS & ASSOCIATES ar
mee | | Baie 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT CONSULT AUSTHALA ROADWORKS AND DRAINAGE
te 150 19 50 0 a0 at Ph (07) 5443 2844 Fax (07) 5443 7146 P——__ DT LAYOUT PLAN
ge a RO) mowerte PRET piney Ae a PALM LAKES - COOROY Calibre Cab ai LD py 7 SHEET 1 OF 2
ANT HALCROW EO ‘
we B14158 Ae RETIREMENT VILLAGE eerie anata See AINE Ra =
slr FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING Bitans Cnbera boom Syiny Siegen SemineCot = LicdObh B14158-SK05
Page 37
PROPOSED EDGE RESTRAINT KERB
PROPOSED STORMWATER DRAINAGE
PROPOSED ROOFWATER DRAINAGE
— —sv0—= — —ssb-— — EXISTING STORMWATER DRAINAGE
SOOO DESIGN SURFACE CONTOUR (0.20m INTERVAL)
nen EXISTING SURFACE CONTOUR (0.50m INTERVAL)
FOR STORMWATER
BASIN DETAILS REFER
B14158.W DRAWINGS
i
ji!
His 5 aoe zl ici)
2 Rae
Kr 3
We e RT
Nf x 7 ] 4
Ks eae lacked Liz
Wk em pe Aa
i } PEt i } a
caayN Oe vf he
|
|
|
}
|
L MN _J |
SH 4 q ae 3 ua
Z|
|
|
|
i AYN | 7S
NVC ES | a
- A wal eam
ae Taz im
\
“yo
4 4 "1 2 \ tae bicaihia
es Mj Pret 7
bh ary TAT h a
39>
FOR CONTINUATION REFER SHEET 1
NA | ia 3
ia is 15 10 3 hy | by | 1
eeu tN Aq IT a ‘i wo Ty ZL,
e I aS 1) 7 a -
se oD
é ie
iit
og an
rg er x ¥ a oa W
2 rt
iz ES 7 ig wl
Poes ri
7 4
L Z|
f ma
KX
EXISTING STORMWATER —
DRAINAGE TO BE PIPED
THROUGH THE DEVELOPMENT
\
CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES
Le, BUISE-SKO6.dug_ DATE: 18-12-2014. TIME. 145
Xref’: X_B14158_TITLE X_B14158_BASE X_B14158_CONTS USR: nathan taylor §
Frat [ones navi] —OxTE Tealaw moe SORE METRES os SUNT wa DRAWING THLE
‘AMENDMENT DETAILS: SURVEYOR: KEN HICKS & ASSOCIATES
aap 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
a 150 ws io 2 at Ph (07) 5443 2844 Fax (07) 5443 7146 [| DT LAYOUT PLAN
N 4.1000 AR [arprow> H
plc DRAWN CHECK PROJECT No. ‘APPROVED ANDREW NGO RPEQ 12379 PALM LAKES - COOROY | b Gale Coing (0.0 pay SHEET 2 OF 2
u
ile B14158 oat we RETIREMENT VILLAGE callore ieee eet See [aR a
Sir FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING Biktere Cebera Uaboerm Byiray Singpom SemiinsComt — LicAD64 B14158-SK06
Page 38
iref's
FRET
FILE: B14158-SKO7.dwg_ DATE: 18-12-2014 TIME: 16:45
DATE
158
X_BIb158_TITLE X_B1458_BASE X_B14158_CONTS USR: nathan taylor
OPTION 1
GRAVITY SEWER INTO EXISTING MAIN
OPTION 2
PUMP STATION AND RISING
MAIN TO EXISTING SEWER IN
TRADING POST ROAD
FOR CONTINUATION REFER INSET
LEGEND
. 7
JOIN TO EXISTING SEWER
IN TRADING POST ROAD
CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES
PROPOSED EDGE RESTRAINT KERB
PROPOSED SEWERAGE RETICULATION OPTION 1
PROPOSED SEWERAGE RETICULATION OPTION 2
EXISTING SEWERAGE RETICULATION
DESIGN SURFACE CONTOUR (0.20m INTERVAL)
EXISTING SURFACE CONTOUR (0.50m INTERVAL)
T.i2.t
AMENDMENT DETAILS:
DESIGN CHECK|
11000
‘SCALE ( METRES 7
DRAWN CHECK
=o] oe] >
O4zmE0zm=E>
2000
WIGROFILM No,
PROJECT No.
B14158
SURVEYOR: KEN HICKS & ASSOCIATES
49 THE ESPLANADE MAROOCHYDORE
Ph (07) 5443 2844 Fax (07) 5443 7146
APPROVED ANDREW NGO RPEO 12329
GRANT HALCROW RPEQ 12509
MATTHEW HILL RPEQ 11578
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY L1D
“CLIENT
PROJECT
PALM LAKES RESORT
Cc
caliore
CONSULTING
PALM LAKES - COOROY
RETIREMENT VILLAGE
~~
CONSULT AUSTRALIA
we?
Calibre Consling (QLD) Ply Lid aly
Level, 199 Grey Ses, Sou Biche GUD Aina 4101
TWlghona 07 3895 3444 Focinile 072895 3400 STERN
(Bdabane Cenbera Uaboorm Spinay Singepom SumiireComt = Lic 4/64
SEWERAGE RETICULATION
LAYOUT PLAN
‘DRAWING NUMBER TSE
B14158-SK07
Page 39
PROPOSED EDGE RESTRAINT KERB PROPOSED WATER RETICULATION PROPOSED UPGRADE OF EXISTING WATER RETICULATION EXISTING WATER RETICULATION EXISTING WATER RETICULATION FOR CONTINUATION REFER SHEET 2 CONCEPT PLAN ONLY 105 104 103 102 101 100 7 76 75 62 61 60 \ NOT TO BE USED FOR x CONSTRUCTION PURPOSES LE: B14158-K08. dug on TIME 6 prefs: X_BIs158_TITLE X_BI4ISBRASE X_BIsIS® CONTS USR: nathan taylor Fist [ALCS [ORAW] _ DATE pesien neon ‘SCALE (METRES T WIGROFILM No. ‘CUENT aN ‘DRAWING TITLE ‘AMENDMENT DETAILS: SURVEYOR: KEN HICKS & ASSOCIATES af 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT CONSULT AUSTIALA WATER RETICULATION Mie 1500 10 50 10 20 M1 Ph (07) 5443 2844 Fax (07) 5443 7146 | vi LAYOUT PLAN x | = om ae Sanwa ono} 11200 B PROJECT No. APPROVED “aey oe an PALM LAKES. “yFOQROY calibre SE ann nt SHEET 1 OF 2 E i ‘DRAWING NUMBER TSsue Ale B14158 MATTHEW HLL RPEQ. 578 Teights 07 39953444 Facile 07 39963400 SS™BEN Sir FOR_& ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING tare cater oem Dey emin tiscat oat B14158-SK08
Page 40
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PROPOSED EDGE RESTRAINT KERB
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10.20 \ 4 ° I I 1,60 5,50 Sunshine Coast WCV meters Width » 2,90 Track » 2,50 Lock to Lock Time 6.0 Steering Angle 1313 VEHICLE BODY = GREEN REAR TYRE = BLUE FRONT TYRE = ORANGE ’ conta a PBs oh —— _=— re Fast [ons [awe] one Tsun Omen SORE T METRES aTCROFIN We TUENT DARWIN TIE AMENDMENT DETAILS SURVEYOR: KEN HICKS & ASSOCIATES ar af 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT CONSULT AUSTIALA TURNING PATHS te 12505 0 5 oat Ph 107) 5443 2844 Fax (07) 5443 7146 fo iD SHEET 2 OF 4 se Drawn onzox] 150° A3]—proseor na [APPROVE TNoREW Neo fea es PALM LAKES - COOROY lio Cali Cons 8 - ng (QLD) Py Lid = se Bi4i58 mania ea ee RETIREMENT VILLAGE callore ilmenite Se [a = AG FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING Biktere Cebera Uaboerm Byiray Singpom SemiinsComt — LicAD64 B14158-SK11
Page 43
Sy Ep fF en PE oh fe a H loan’ Pda S | Zuma S | 2 10.20 a ba } | | Sunshine Coast WCV BO le < + , am, mm a 7s meters < g Bead Lapebaa apse Le Wiolth 2.50 L. ZF} roa, TF a ZB} ro. fe Track + 2,50 | » A PEL te [Ry | Lock to Lock Time 6.0 i * (= oar a ¢ Steering Angle 1313 } | ee ee | — i | ' 1 ! c 7 | 1 1 ' | | 1 1 fe bee we? | ar oto <~s| 1 1 4 9 OEY | pea Lag NS pa Lod EPL ctf PEE Lc PE cf PEE tf OR on Celie siesta. Cssictin Ens VEHICLE BODY = GREEN i Li iL _tl Lo REAR TYRE = BLUE \ 1 : [ I FRONT TYRE = ORANGE 1 1 , | baa S01 pete EW T apa PT pec SET ap 4 PY [Pay on IE Fy aR | PEP | OE] hon. sa los ast, sa —_, , tan ssa | 5 7 XN | _—— -- -- -- -- I I [ J | 7 Pood - - - - - - - - - - - - | L | -- -- -- -- -- -- -- -- | Lo ae ia ae owe? a oer ws) GL pepe ay ee pep Leap bce Lp ho PQ pt [ Pair TF I “Ty A Ss Doe foo mo a | oO ay co a Bo a Hb bo & BX E Er a g ra bs = | 2 S [ [- we df — —_,- P+ | M1 vit) FILE: B14158-SK12.dwg DATE: 18-12-2014 TIME: 17:18 PXref’s: X_BIS158_TITLE X_B14158_BASE X_B14158_CONTS USR: nathan taylor cc , raat [ees [owe] on Tuan Gok SORE METEET TISROFN er STENT wr TRAINEE AMENDMENT DETAILS SURVEYOR: KEN HICKS & ASSOCIATES af 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT CONSULT AUSTIALA TURNING PATHS “3 2505 0 5 wat Ph (07) $443 2844 Fax (07) 5443 7146 Po er SHEET 3 OF 4 nN 1500 AR [arprow> H sie DRAW HEEK prosecr no, [ARRROWED TNoREW Neo fea es PALM LAKES - COOROY lio Cal ConsingQL0) Py Ld 2a a " te B14158 an ea Be RETIREMENT VILLAGE callore ieee eet See [aR siF FOR_& ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING Biktere Cebera Uaboerm Byiray Singpom SemiinsComt — LicAD64 B14158-SK12
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= sears PeTereT et Es : ATaTiTe LILI, aaa a ay Bj ra EP oe B14158 MATTHEW HILL RPEQ 11578 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD CONSULTING ne 073895 3444 Facile 07 36953400 SREY ‘Edstane Canberra Usboorm Spinay Singepom SumiireComt = Lic 4/64 B14158-SK13 a a I \ / — rr \ / H om er or / bu a fig j Leb \ / / ee / oH co roHH Ft | JL | ra Bs 4 FAC / [ tae : 3 / 6 #1. 4 | / / | Tv / - CL. < / \ / — \ L — \ J \ / > / 4 : / 10.20 VEHICLE BODY = GREEN / REAR TYRE = BLUE J FRONT TYRE = ORANGE J / | | / / 160 5.50 / / Sunshine Coast WCV J meters / J Width 12,50 JL Track » 2.50 Lock to Lock Time 6.0 Steering Angle » 313 L Jf FILE: B14158-SK13.dwq DATE: 18-12-2014 TIME: 17:21 AK o Xref's: X_B14158_TITLE X_B14158_BASE X_B14158_CONTS USR: nathan taylor \ aot [eacce [raw] one camnouwy outane casian oncom SORE T METRES T THCROFEN Nos SURVEYOR KEN HICKS & ASSOCIATES TUENT > DRAWING THE af 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT C CONSULT AUSTIALA TURNING PATHS Mp 1500 1050 10 20 At Ph (07) 5443 2844 Fax (07) 5443 7146 — vi SHEET 4 OF 4 B[c Drawn cnecx| 170° 8 PROJECT No. ‘APPROVED ANDREW NGO RPEQ 12329 PALM - il Cale Con (QLD) ie GRANT HALCROW RPEQ 12509 AM LAKES yg ghoy calibre i So a i 4101 ctl ‘DRAWING NOMGER TSSUE S\F