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Engineering Services Assessment · MCU15/0122
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ENGINEERING SERVICES
ASSESSMENT
PROPOSED MEDICAL DEVELOPMENT AT
CNR VAL CRESCENT & GOODCHAP STREET
NOOSAVILLE
Prepared for
Noosaville Medical and Professional Centre
Attention: Deanne Black
Document Reference
15099 - ESA/2
Record of Issue:
Issue Status Author Date Checked Date Authorised Date
Remy 15 Sep Henry Morgan 17 Sep Henry Morgan 21 Sep
0 For Review RPEQ 11950 RPEQ 11950
Petersen 2015 2015 2015
Remy 28 Oct Henry Morgan 04 Nov Henry Morgan 05 Nov
1 For Approval RPEQ 11950 RPEQ 11950
Petersen 2015 2015 2015
Remy 01 Dec Henry Morgan 02 Dec Henry Morgan 02 Dec
2 For Approval RPEQ 11950 RPEQ 11950
Petersen 2015 2015 2015
This investigation and report has been authorised by Mr Henry Morgan, a Director of Morgan
Consulting Engineers Pty Ltd.
Henry Morgan RPEQ 11950 Wednesday, 2 December 2015
D:\JOBS\15-Jobs\15099 - Cnr Val Crescent & Goodchap Street, Noosaville\Civil\Reports\ESA\Current\15099 - ESA - Rev2.doc
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Section 2
15099 - ESA/2
Page 2
Table of Contents
1 INTRODUCTION .......................................................................................... 3
2 EXISTING SITE CONDITIONS............................................................................. 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 General .............................................................................................. 7
5.2 Earthworks .......................................................................................... 7
5.3 Erosion and Sediment Control .................................................................... 7
5.4 Roadworks .......................................................................................... 8
5.5 Stormwater Drainage .............................................................................. 8
5.6 Water Reticulation ................................................................................. 8
5.7 Sewerage Reticulation ............................................................................ 9
5.8 Electrical and Telecommunication ............................................................. 10
5.9 Gas .................................................................................................. 10
6 CONCLUSION ............................................................................................ 11
Appendix A DETAILED SITE SURVEY ....................................................................... 12
Appendix B PROPOSED DEVELOPMENT PLANS ............................................................ 13
Appendix C NOOSA COUNCIL CODE ASSESSMENT ........................................................ 14
Appendix D CONCEPT SERVICES PLAN ..................................................................... 15
Appendix E DBYD PLANS .................................................................................... 16
Appendix F NOOSAVILLE FLOOD OVERLAY MAPPING .................................................... 17
Appendix G NOOSAVILLE ACID SULFATE SOIL OVERLAY MAPPING ..................................... 18
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 3
15099 - ESA/2
Page 3
1 INTRODUCTION
Morgan Consulting Engineers (MCE) has been engaged to provide an engineering services report
to address the servicing of the proposed Proposed Medical Development at Cnr Val Crescent &
Goodchap Street, Noosaville.
This report will aim to assess how the site can be serviced by road, water, drainage and
sewerage infrastructure in accordance with Noosa Council standards and best practice.
It is noted that this report has been compiled based on information current at the time of
reporting and the recommendations provided within this report are based solely on the above
and will be subject to full engineering review and detailed design once full Council
development approval has been obtained for this project.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 4
15099 - ESA/2
Page 4
2 EXISTING SITE CONDITIONS
2.1 The Site
The site, described as Lots 6-9 on RP138011 and Lots 13-15 on RP151414, is approximately
4,325m2 (or 0.4325ha) in area. The site contains five residential dwellings with two of the lots
vacant and grassed. The natural fall of the site slopes generally from the southeast to the
northwest at an average grade of approximately 4.4%.
Refer to Figure 2.1 for a locality plan and to Appendix A for the detailed site survey plan of the
existing site.
N
The Site
Figure 2.1 – Plan of Site and Surrounding Area
2.2 Surrounding Area
The site is situated within the limits of the Noosa Council. The site is bounded by Goodchap
Street to the east and Val Crescent to the west and north; the surrounding area is
predominantly low density residential with Noosa Private Hospital located east of the site on
the other side of Goodchap Street.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 5
15099 - ESA/2
Page 5
3 PROPOSED DEVELOPMENT
The proposed development will involve the construction of a two storey medical centre with a
basement level designated for parking. Parking will also be provided along the eastern side of
the site within the upper ground level and access to and from the site will be provided from
Goodchap Street via two crossovers. A ramp from the upper level car park will provide access
along the northern site boundary to the basement level car park.
Refer to Appendix B for the proposed development plans.
Figure 3.1 – Perspective View from Goodchap Street
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 6
15099 - ESA/2
Page 6
4 CODE ASSESSMENT
The following Noosa Council Assessment Codes have been completed and are included within
Appendix C of this report:
Earthworks Code
Erosion and Sediment Control Code
Existing Services Code
Transport, Roads and Drainage Code
Water Sensitive Design Code
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 7
15099 - ESA/2
Page 7
5 ENGINEERING ASSESSMENT
5.1 General
An engineering assessment has been undertaken to address the servicing of the proposed
medical development at the corner of Goodchap Street & Val Crescent, Noosaville. The site
currently contains low density residential lots with five existing dwellings which are serviced by
water, sewer, electricity and telecommunications. Following receipt of information regarding
the existing infrastructure within the area, an engineering assessment has been undertaken to
address the servicing of the proposed development.
5.2 Earthworks
The existing residential dwellings will be removed prior to any earthworks being undertaken.
Following the removal of the existing buildings, preliminary earthworks will be undertaken to
provide a level building pad for the basement and ground level construction. All temporary
batters will be constructed a minimum 0.5m in from the property boundary with the maximum
batter slope of 1 in 1 unless otherwise noted in the Geotechnical Investigation to be completed
for detailed design.
The proposed earthworks over the subject site will be carried out under Level 1 geotechnical
supervision as per AS3798 – 2007 “Guidelines on earthworks for commercial and residential
developments”.
As part of the site is located below 5.0m AHD, an assessment of Acid Sulphate Soils (ASS) will be
included within the Geotechnical Investigation. If any ASS are encountered on site they will be
treated and disposed of in accordance with Noosa Council’s Planning Scheme and Best
Management Practice.
Refer to Appendix G for the Noosa Council ASS Overlay Mapping of the Noosaville region.
5.3 Erosion and Sediment Control
The siteworks will be generally contained within the property boundary with some works to be
undertaken within the verge of Goodchap Street in order to provide two driveway crossovers.
Some minor re-grading and excavation along the verge of Val Crescent will be undertaken to
provide an overland flow path from the basement level car park and for the construction of
new service connections.
Any sediment generated during the construction phase shall be dealt with in accordance with
an Erosion and Sediment Control Plan to be prepared by Morgan Consulting Engineers and kept
on site during the construction phase. Erosion and Sediment Control (ESC) Measures such as silt
fences, diversion drains, drainage structure protection and dust control (clearing) will be
implemented. Silt fences are to be erected along the boundary of the site and around the
construction area. These fences are to be cleaned by the contractor when the capacity is
reduced by 25%. Where possible, disturbance to the existing surface is to be limited to the
immediate work area.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 8
15099 - ESA/2
Page 8
Any existing ground cover is not to be stripped until the contractor is ready for earthworks to
begin.
Stockpiles and construction materials are not permitted to be stored within the road reserve
and should be contained using silt fences. Diversion drains are to be provided at upstream
catchments to reduce flows to earthworks areas. In any areas where flows could enter adjacent
properties temporary stabilisation is to be provided.
All ESC measures are to be provided as soon as earthworks have commenced and staged to suit
construction, the contractor is responsible for this action. A temporary construction exit is to
be located at each entry point to the site and will be determined based on the stage of works
being completed. The contractor is to ensure all dust tracked onto surrounding roads is
immediately swept to remove silt/dust.
All new stormwater pits are to be protected from sediment infiltration by wrapping new pits
and grates in geofabric or covering appropriately with timber board. Silt fences are to remain in
place during the maintenance period until the site is established (80% ground cover) and
accepted "Off Maintenance" by Noosa Council.
5.4 Roadworks
The proposed commercial development fronts Goodchap Street and Val Crescent, both of which
are complete with kerb and channel and standard crossfall within the verge. Therefore, no new
road construction or widening is proposed.
Refer Appendix D for the Concept Services Plan indicating the location of the required works.
5.5 Stormwater Drainage
Refer to the Site Based Stormwater Management Plan (SBSMP) prepared by Morgan Consulting
Engineers (MCE).
5.6 Water Reticulation
Records obtained from Unitywater and a detailed survey indicate that there is an existing water
reticulation main located within the verge fronting the subject site along Val Crescent. Refer to
Appendix E for the DBYD Plans.
It is proposed to construct a new water service and meter arrangement from the existing water
reticulation main along Val Crescent to service the proposed development. The size of the
water service and meter arrangement will be determined by a Hydraulic Consultant and
specified during detailed design.
It is expected that the existing water reticulation main has adequate capacity to service the
proposed development however, confirmation will be obtained from Unitywater during detailed
design. Additionally, Unitywater will be consulted to determine whether any infrastructure
upgrades are necessary to service the proposed development.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 9
15099 - ESA/2
Page 9
Two existing fire hydrants are located along the frontage of the site within the Val Crescent
verge. Additionally, there is an existing fire hydrant on the opposite side of Goodchap Street
within reasonable distance from the site.
Accordingly, it is expected that the proposed commercial development can be adequately
serviced for fire protection however, this will be confirmed by a Hydraulic Consultant during
detailed design.
Refer to Appendix E the DBYD Plans.
5.7 Sewerage Reticulation
Records obtained from Unitywater records and a detailed survey indicate that there are
existing sewer reticulation main located within the site which currently services the existing
residential lots. Refer to Appendix A for a detailed site survey and to Appendix E for the DBYD
Plans.
The existing sewer main currently traversing the site and will conflict with the proposed
development. It is therefore proposed to divert the existing sewer main around the proposed
development by constructing a new sewer property connection main along the western
boundary to the existing sewer manhole within the south-western corner of the site at standard
alignment along the western boundary.
The proposed sewer diversion and associated manholes will be contained within a 3m wide
easement in favour of Unitywater. An application to divert the sewer main will be submitted to
Unitywater during detailed design.
A new property connection will be secured from the proposed sewer main. The size of the
sewer property connection will be determined by a Hydraulic Consultant and specified during
detailed design.
It is expected that the existing sewer reticulation network has adequate capacity to service the
proposed development however, confirmation will be obtained from Unitywater during detailed
design.
Refer to for the Concept Services Plan and to Appendix E for the DBYD Plans.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 10
15099 - ESA/2
Page 10
5.8 Electrical and Telecommunication
A DBYD search provided the location of existing electrical and telecommunications
infrastructure within the area. Telecommunications and electrical services exist along the
Goodchap Street and Val Crescent frontages and therefore the provision of these services can
be provided to service the proposed development. Details of the connection required and
additional infrastructure necessary (if required) to service the proposed development will be
provided during detailed design. Refer to Appendix E for a copy of the existing electrical and
telecommunications plans obtained from Dial-Before-You-Dig and Appendix A for the detailed
site survey.
5.9 Gas
DBYD records indicate that there is no existing gas infrastructure in the area.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 11
15099 - ESA/2
Page 11
6 CONCLUSION
The Proposed Medical Development located at the corner of Val Crescent & Goodchap Street
has been assessed for its potential access to services located in the area.
Based on the findings outlined in this report, MCE believes that there are no significant
engineering issues in relation to this development that would preclude the above development
from being approved by Council.
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 12
15099 - ESA/2
Page 12
Appendix A
DETAILED SITE SURVEY
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 13
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MAX WATTERSON
ASSOCIATES
12 Maple Street
PO Box 639
Cooroy Qld 4563
Ph. (07) 54426121
Fax. (07) 54425125
Email. [email protected]
RP138011
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Scale 1:400 - Lengths are in Metres
| | | | | | | | | |
4 0 4 8 12 16 20 24 28 32 36 40 44
client! MEDICENTRE Project: Plan 1 of 4 NOTE:
PLAN SHOWING
DETAILS OF LOTS 6-9
PROPERTIES
Date: 26-05-15
purposes only.
ON RP138011 & LOTS Scale: 1:400 where evident on surface.
13-15 ON RP151414. Datum: AND Buildings not located.
Origin: Feo
PARISH: TEWANTIN
Cont.Int: 0.5m
COUNTY: MARCH
LOCAL GOVT: NOOSA S.C.
Ref:
15-3893AA
LOCALITY: NOOSAVILLE
This plan has been prepared for design
Underground services not located except
Section 14
15099 - ESA/2
Page 13
Appendix B
PROPOSED DEVELOPMENT PLANS
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 15
VA
L
4.00
11.25
CR
322°00' 19.817
ESC
ENT
4.50
329°45'
44.4
96
01 PERSPECTIVE VIEW FROM ROUNDABOUT
5.00
337°
30'
PROJECT SUMMARY
235°36'
30.06
LOT 6-9 ON RP138011 & LOT 13-15 ON RP151414
14
°4
7.
5'
PARISH: TEWANTIN
96
COUNTY: MARCH
CRESCENT
5.50
SITE AREA 4325m2
LEVEL 1 G.F.A = 1746m2
PROPOSED MEDICAL BUILDING LEVEL 2 G.F.A = 724m2
6.00
TOTAL G.F.A. = 2470m2
CAFE = 10 SEATS
52°00'00"
35.25
CARPARKING REQUIRED = 1 CARPARK / 20m2
2470m2 / 20 = 123.5 CARPARKS
VAL
6.50 SUBJECT
CARPARKING PROVIDED: SITE
232°00'00"
01 02 03 04 05 06 15 16 17 18 19 20
30.175
BASEMENT CARPARKING = 97
LEVEL 1 CARPARKING = 26
07 08 09 10 11 12 13 14
ON STREET REPLACEMENT = 02
21 22 23 24 25 26 27 28
CARPARKING
7.00 ENTRY EXIT
0'
°0
TOTAL CARPARKING = 125
97
PMT
69
142°00'00"
5.
BUS 76.445
SHELTER SERVICE VEHICLES PROVIDED: 1 x AMBULANCE
1 x MRV
LEFT IN PROPOSED PROPOSED
LEFT OUT
VEHICULAR VEHICULAR
CROSSOVER CROSSOVER 1 x WCV
SITE COVER = 2006m2 or 46.3%
GOODCHAP STREET LANDSCAPED AREA = 787m2 or 18%
NOTE:
ALL CARPARKING IN ACCORDANCE WITH AS2890.1
MINIMUM TYPICAL DIMENSIONS:
01 SITE PLAN ALL AISLES: 6.2M WIDE
02 LOCATION PLAN
SINGLE CAR: 5.4 x 2.4M
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:500@A3
issue:
1:250@A3
03
05 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE SITE PLAN 1534/DA/01
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Section 16
4.00 LOWER BIORETENTION ZONE
REFER SWMP BY CIVIL ENGINEER
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5400
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5.50 BIKE AND MOTORCYCLE
3977
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114 113 112 111 110 109 108 107 106 105
5400
7.00
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:250@A3
issue: 03
05 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN BASEMENT 1534/DA/02
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
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PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY TD or vaiess
issue: 05 date: 27.11.2015
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN BASEMENT 1534/DA/02
Section 17
VA
L CR
BASEMENT
ESC
ENT
WINDOW ROOF BELOW
4.50
SETBACK
SHADE
SETBACK
6000
DASHED
4828
EMT
A
06 WINDOW
4900 SHADE
DASHED
4500
ACK
ACK
2080
WINDOW
SETB
SHADE
SETB
DASHED ROOF OVER
DASHED
WINDOW
5.00
SHADE
ACK
B DASHED
5000
05
SETB
DETENTION
TANK WINDOW SHADE
BELOW DASHED
2100
WINDOW
SCREEN
BASEMENT ROOF
BELOW
LEVEL OVER DASHED
32875 10000 22880
5.50
4500
SETBACK
WINDOW
CRESCENT
AMENITIES SCREEN
40385
END OF TRIP FACILITIES
27795
8290
SETBACK
WINDOW
SCREEN
3m EMT
G.F.A.
6.00
1746 m2
CAFE
6425
2200mm FALL
12500@1:6
LANDSCAPE
RL 6.300 ACOUSTIC
BARRIER REFER
ENTRY NOISE
ASSESSMENT
REPORT
VAL
WALKWAY WALKWAY
11175
LIFT
7045
4043
REFUSE ROOM
1450
SETBACK
2000 @ 1:8
6853
6.50
245mm
5400
PWD PWD UP FROM AMB LOAD PWD PWD
FALL
UP
5400
BASEMENT
REFUSE REFUSE
COLLECTION COLLECTION UP FROM
BASEMENT
VEHICLE 01 02 03 04 05 06 15 16 17 18 19 20
SHOWN
CONNECTION
DASHED 2900 2600 2750 2550 2400 2550 2750 3500 3600 2900 2400 2400 2400 2600 2600 2600 5670 3900 1510
PEDESTRIAN
10240mm X
2500mm
RL 6.200
6200
6200
LINE OF ROOF
6800
ACOUSTIC 28 CARS OVER CARPARK
BARRIER REFER 4235 43065 22880 SHOWN
NOISE 2000 DASHED
FA 15
1M HIGH WALL
m 1:
LL
ASSESSMENT 2600 2600 2600 2600 2600 2600 2600 2600 600 6600 6000 4070 2600 2600 2600 2600 2600 2600 2600
0m 0 @
REPORT EXHAUST
75 0 0
07 08 09 10 11 12 13 14
11
EXHAUST 21 22 23 24 25 26 27 28
REPLACEMENT
REPLACEMENT
7400@ 1:27
275mm FALL
PARKING
PARKING
5400
4800
7.00
600
LEFT TURN EXIT ONLY PARKING OVER LANDSCAPE
2000
LANDSCAPE P.M.T.
LANDSCAPE
LEFT TURN
ENTRY ONLY
UPPER BIORETENTION ZONE UPPER BIORETENTION ZONE
REFER SWMP BY CIVIL ENGINEER EXISTING FOOTPATH REFER SWMP BY CIVIL ENGINEER
RETAINING WALL
FOR EXTENT (EXTENT INDICATED FOR EXTENT (EXTENT INDICATED
BY HATCHING) 2M HIGH MECHANICAL VENT RISER BY HATCHING)
2M HIGH MECHANICAL VENT RISER
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:250@A3
issue: 03
05 date: 27.11.2015 north
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN LEVEL 1 1534/DA/03
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Section 18
SITE
B OU
NDA
RY L
INE
A
06
METAL DECK ROOF
LINE OF BUILDING
BELOW DASHED
4100
5.00
2.5° FALL
2.5° FALL
B
05
WINDOW SHADE
DASHED
LINE OF ROOF OVER
DASHED
5.50 8290
WINDOW SHADE
DASHED
2.5° FALL
2.5° FALL
PLANT DECK
2.5° FALL
26715
WINDOW SHADE
DASHED
G.F.A.
724 m2
17300
LIFT
RL 9.900
2.5° FALL
2.5° FALL
UP FROM UP FROM PERGOLA
LEVEL 1 LEVEL 1 STRUCTURE
UP
METAL DECK ROOF OVER
WINDOW SHADE
CARPARK
35970 DASHED
13550
12400
PROPOSED MEDICAL DEVELOPMENT MEDICENTRE PROPERTIES PTY LTD development approval
scale: 1:250@A3
issue: 03
04 date: 30.07.2015
27.11.2015 north
GOODCHAP STREET, NOOSAVILLE FLOOR PLAN LEVEL 2 1534/DA/04
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Section 19
15099 - ESA/2
Page 14
Appendix C
NOOSA COUNCIL CODE ASSESSMENT
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 20
Earthworks Code – The Noosa Plan
Performance Criteria and Acceptable Solutions
Performance outcomes Acceptable outcomes Assessment
Drainage S1.1 RO1 Bulk earthworks will be designed to prevent
O1 The finished surface gradient of any filled or ponding on the site or on neighbouring land.
excavated area is within the range 0.5% to
Finished surface levels ensure land is free draining.
1.5% and drains to Council’s stormwater
infrastructure where available or where
stormwater infrastructure is not available,
toward the street.
Hydraulics No solution provided. RO2 The existing drainage characteristics of the site
O2 and surrounding area has been considered. The
proposal ensures that surrounding properties
Any change to the level of the land does not have an and downstream stormwater infrastructure and
adverse flooding impact on the flooding and drainage waterways are not adversely impacted by the
characteristics off-site. proposed development.
Geotechnical considerations For assessable development— RO3 All filling will be undertaken in accordance with
O3 S3.1 Filling works are undertaken in Council’s PSP5 – Engineering Design
Standards – Roads and Drainage & Earthworks
Earthworks do not result in geotechnical instability on accordance with Section 2.8- Filling of Site of
Council’s PSP5 - Engineering Design and AS 3798 - Guidelines for earthworks on
the premises or nearby premises.
Standards- Roads and Drainage & Earthworks commercial & residential development. All
excavation will be undertaken with no adverse
AND
impact on neighbouring properties or
S3.2 W here the filling is for residential surrounding infrastructure.
commercial or industrial purposes the works
comply with Sections 3 to 6 of AS 3798 -
Guidelines for earthworks on commercial &
residential development.
Local amenity S4.1 The following control measures are RO4 Water trucks shall be used to minimise dust
O4 implemented— emissions. An ESC plan is to be prepared for
Earthworks do not cause disturbance to the amenity of a) regular water spraying of exposed areas to the construction phase.
the neighbouring land. suppress dust;
Section 21
b)provision of dust stabilised or sealed All disturbed areas will be stabilised should they
internal roads; be exposed for more than 2 weeks.
c)protective covering of exposed areas that
are left for more than 2 Filling and earthworks will only be undertaken
weeks; and between the hours nominated in S4.2.
d) if there is no valid development permit for the
site, disturbed areas are revegetated using
species identified in PSP3 - Landscaping
Plants and Guidelines;
AND
S4.2 Earthworks are undertaken only during the
hours of 7am to 6pm, Monday to Friday and 7am
to 6pm on Saturday. No work is undertaken on
Sunday or public holidays.
Vegetative Waste S5.1 Cleared vegetation is transported off- site RO5 Any vegetated waste encountered will
O5 for disposal in an approved green waste transported to an approved green waste
Vegetation cleared from a development site is disposal facility; disposal facility, mulched on-site for internal
disposed of in an environmentally responsible manner. OR landscaping, or disposed of for the purpose
S5.2 Cleared vegetation is mulched on-site and of firewood.
reused for landscaping of the finished
development;
OR
S5.3 Cleared vegetation is disposed of for the
purpose of firewood. (Note: Disposal of
vegetative waste by burning off is not an
acceptable method of disposal).
Managing contamination risk S6.1 The fill material is solid clean earth, free of RO6 Based on preliminary earthworks calculations
O6 putrescible or refuse material, vegetation, acid there will be more cut than fill therefore it is
Materials used as fill are suitable for development of sulfate soils, building or construction material or intended to use the existing site material. All
the land and filling or excavation works do not result in other material or contaminants; imported fill, if required, will only be clean.
the contamination of land. AND This requirement will be defined within the
S6.2 The site is not on the contaminated land construction documentation.
register. A search, to be performed by others, will
determine whether the land is on the
contaminated land register.
Section 22
Haulage activity and amenity No solution provided RO7. Haul routes from trucks used to transport spoil
O7 and material to and from the site will only use
Haulage of material to and from a site major roads as required. Alternatively if there
ensures— is no major road route to the site, haul trucks
a) minimal disturbance to neighbouring properties will use minor roads with the shortest, most
and properties along the haulage route; and direct route that will have the least amount of
b) Council’s road infrastructure including pavements is environmental impact. This will be clearly
not adversely affected. documented in the Construction Management
Plan.
O8 S8.1 All earthworks, including cut and fill batters, RO8.1 All earthworks will be contained within the
Extent of earthworks retaining walls etc are contained within the subject site. Any minor earthworks
subject site. undertaken external to the site will only be
Earthworks are contained within the subject property. undertaken after all approvals and/or consent
is obtained from Council and neighbouring
property owners.
Sloping sites S9.1 Cut or fill is less than 2m in depth relative to RO9 Acknowledged.
O9
the natural ground surface.
On sloping sites, excavation or filling are designed to
maximise the use of natural slope and minimise the
need for cut and fill.
Environmental protection No solution provided. RO10 An Erosion and Sediment Control Plan will be
O10 prepared by Morgan Consulting Engineers
Earthworks minimise any adverse impact upon and will be kept on site for the duration of the
groundwater, watercourses, drainage lines, wetlands, construction phase for the management of
and native vegetation. sediment laden stormwater runoff.
Dams S11.1 W here the site is in the Rural RO11 Not Applicable.
O11 Zone—
Dam location and construction does not impact upon a) the land has a slope of less than 25%
neighbouring properties in terms of— (1:4); and
a) hydrology; b) the earthworks including cut and fill batters
b) alteration of existing overland flowpaths and and retaining walls are setback a minimum of
patterns; 50m from the 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;
AND
Section 23
S11.2 Where the site is in the Rural
Settlement Zone or the Rural Zone where the
lot is less than 5 Hectares—
a) the land has a slope of less than 1:6;
and
b) the earthworks including cut and fill batters
and retaining walls are setback a minimum of
20m from the property boundary; and
3
c) involving less than 500m of material;
AND
S11.3 For all other zones—
No solution provided.
Section 24
Erosion and Sediment Control Code – The Noosa Plan
Performance Criteria and Acceptable Solutions
Erosion and sediment control S12.1 Site disturbance is limited to building RO12.1 An Erosion and Sediment Control Plan will
O12 areas, their surrounds and other use areas; be prepared by Morgan Consulting
Development minimises erosion and transport of AND Engineers and will be kept on site for the
sediments off-site. S12.2 Sediment barriers are provided duration of the construction phase for the
throughout and downslope of disturbed management of erosion and sediment laden
areas to prevent sediment washing into stormwater runoff.
gutters, drains and watercourses either on
or off the site; AND
S12.3 All stockpiles including sand, soil or
building materials are within the premises
and contained within individual sediment
barriers;
AND
S12.4 Sediment basins are provided where the
site contains fine or dispersive soils; OR
S12.5 A stormwater catchpit incorporating a
stormwater catchpit protection device is
installed so that all runoff from disturbed areas
flows to the catchpit;
AND
S12.6 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.
Section 25
Stormwater runoff S13.1 Diversion drains or bunds are designed RO13 Any external catchment runoff will be identified
O13 and constructed to drain upstream run-off and managed appropriately. Further details
Stormwater is diverted around disturbed areas. around the disturbed site; AND will be provided in an Erosion and Sediment
S13.2 Discharge from the diversion drains do Control Plan to be prepared by Morgan
not cause run-off impacts to other properties; Consulting Engineers.
OR
S13.3 Alternative methods, as described in the
Institution of Engineers Australia (Queensland
Division) Soil Erosion and Sediment Control -
Guidelines for Queensland Construction Sites,
are used.
Section 26
Existing Services Code – The Noosa Plan
Performance Criteria and Acceptable Solutions
Setbacks and easements S14.1 The footing of any structure or building RO14 The proposed sewer diversion within the site
O14 is located clear of the zone of influence but no will be contained within a 3.0m wide
Development near a sewer, water main, stormwater closer than 1.5m (measured horizontally) from easement in favour of Unitywater. All
drain, overland flow path or associated structure infrastructure including sewers, water mains proposed new sewer manholes will have a 2m
does not— and stormwater structures; x 3m wide clear area for maintenance
a) adversely affect the function of the service; AND purposes. Additionally, all new sewer
b) place an additional load on the service; and S14.2 No building or structure overhangs the manholes will be accessible from the
c) unduly increase future maintenance costs. zone of influence; frontages along Val Crescent and Goodchap
AND Street. Refer to the Engineering Services
S14.3 Finished surface levels maintain a Assessment provided by Morgan Consulting
minimum of 600mm of cover, but no Engineers for further details.
greater than 3m of cover to the
underground infrastructure; All buildings and structures will be located
AND outside of the zone of influence and building
S14.4 If the existing surface level is altered, piers and footings will be extended below the
surface level services including manholes and zone of influence for all existing and proposed
inspection points are altered to match the new underground services.
surface level;
AND
S14.5 Alterations are constructed in accordance
withPSP6 –Engineering Design Standards —
Water and Sewerage and Section 4 of PSP5 –
Engineering Design Standards – Roads,
Drainage and Earthworks;
OR
S14.6 Existing services are relocated and the
design and construction of the relocated services
is in accordance with PSP6 – Engineering Design
Standards — W ater and Sewerage and Section 4
of PSP5 – Engineering Design Standards –
Roads, Drainage and Earthworks.
Section 27
O15 S15.1 A registered easement in favour of RO15 Refer RO14.
Maintenance access is provided to all sewers, water Council is created over all underground
mains, stormwater drains, overland flow paths and infrastructure located in private property;
associated structures. AND
S15.2 The width of the easement is the
greater of 3m or the width of the zone of
influence;
AND
S15.3 The easement is centred over the
centreline of the infrastructure.
Section 28
Transport, Roads and Drainage Code – The Noosa Plan
Performance Criteria and Acceptable Solutions
O16 S16.1 W here the development leads to the need RO16 Not Applicable.
Traffic generation from the development is considered to increase transport infrastructure in the Shire,
in a localised and a Shire wide context to ensure that— the development contributes to the transport
network in accordance with the requirements of
a) the transport network has the capacity to the applicable infrastructure charging instrument
safely and efficiently accommodate projected and the Priority Infrastructure Plan in Part 15; and
movements; and/or where developments requires infrastructure not
b) the development includes measures to upgrade included in the priority infrastructure plan, the
the transport network to meet the imposed demands. development upgrades the infrastructure at no
cost to Council.
O17 S2.1 Road planning and development design RO17 Not Applicable. No new streets proposed.
The street network has high street connectivity, both facilitates as many pedestrian and cycle
within the development and to the surrounding local movements as possible and provides for future
area. 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
Section 29
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 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.
Section 30
O18 S3.1 Higher density development is RO18 The proposal complies. The frontage along
Development is designed – concentrated along public transport Routes; Goodchap Street contains an existing bus
a) To encourage travel by community transport, AND stop. Additionally, a bike rack will be provided
walking and cycling rather than by private car; S3.2 There is provision for bus routes through within the basement car parking area.
and development sites;
b) To maximise accessibility via existing and AND
planned community transport facilities S3.3 Bus routes are located to maximise
patronage catchment and to 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;
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
Section 31
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.
Section 32
O19 No solution provided. RO19 The proposal complies.
Development access does not compromise the
functions of particular roads as indicated in the road
hierarchy, and does not adversely impact on the safety,
capacity and operations of the road system.
O20 S5.1 Consideration is given to existing and future RO20 Not Applicable.
Pedestrian and cycle path infrastructure is provided – pathway linkages and pathways link to the Local
a) to form an integrated component of the and Regional Cycle Network and to the Priority
movement network and the open space Infrastructure Plan in Part 15.
system; S5.2 Direct and accessible linkages are
b) to encourage walking and cycling; provided into the site.
c) to add variety and visual interest; S5.3 Pathway and landscape works are
d) to conserve street trees, vegetation and other provided to a high standard to Council
significant features; specifications and assessed for compliance with
e) to allow equitable access to public areas and local government cycling facility design
community facilities; standards.
f) with adequate lighting where subject to high S5.4 Pathways are provided to cater for shared
night time usage; use and cater for both commuting and
g) in locations where there is casual surveillance; recreational usage and exceed minimum
h) or widened at potential conflict points; standards.
i) to incorporate—
i) street tree planting to enhance the
streetscape;
ii) directional signage that is visible
under all conditions.
O21 S6.1 Pedestrian and cycle path RO21 Not Applicable.
Pedestrian and cycle path infrastructure is designed infrastructure is designed and constructed –
and constructed to – a) in accordance with AUSTROADS Part 14
a) provide a stable, smooth surface, including - Bicycles, Section 6;
across driveways, sections and joins; b) to comply with local government design
b) be easily maintained; standards.
c) a width and longitudinal gradient to cater for c) to have navigational signs in accordance
projected usage, including nearby— with Council ‘Wayfinding’ signage
i) high activity nodes; specifications.
ii) public transport; d) to incorporate –
iii) centres;
Section 33
d) provide clear sight-lines for safe use; i) kerb ramps at all intersections and
e) be free of any obstructions such as fences, designated crossings;
signage and bollards. ii) refuge islands on all roads with
median strips;
iii) holding rails for cyclists at the
intersection of trunk collector, sub-
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.
O22 S7.1 Road planning and design supports the RO22 Not Applicable.
Roads and pedestrian and cycle paths are planned and hierarchy and functional aspects identified in
designed to support the hierarchy and functional Sections 2 and 3 of PSP5 Engineering Design
aspects identified in Sections 2 and 3 of PSP5 Standards – Roads, Drainage and Earthworks;
Engineering Design Standards – Roads, Drainage and AND
Earthworks and to ensure that— S7.2 Road and pathway planning and design is
a) design and alignment of the roads, in accordance with, in order of precedence—
intersections and all associated works— a) Noosa Integrated Local Transport
i. provides a safe environment for all users; Plan;
ii. is adequate for the design speed b) Queensland Transport’s Shaping Up;
environment; c) Queensland Design Code for
iii. is adequate for predicted traffic volumes; Residential Streets;
and d) AUSTROADS Guide to Traffic
iv. maintains the safe and efficient functioning Engineering Practice;
of the road network without the use of e) Sections 2 and 3 of PSP5 Engineering
traffic signals; Design Standards – Roads, Drainage and
v. is compatible with existing roads; Earthworks; or
vi. is easily maintained by Council equipment; f) the Noosa Cycling and Walking
and Network Development Plan;
vii. where appropriate, has the ability to OR
accommodate public transport services; g) A combination of the principles in these
b) road pavement surfaces— documents. AND S7.3 On-road cycling
treatment is utilised to provide safe and
Section 34
i. are durable enough to carry estimated continuous movement of cyclists along a
wheel loads of travelling and parked roadway, such as—
vehicles; a) sealed shoulders;
ii. provide for the safe passage of vehicles, b) wide kerbside lane;
pedestrians, cyclists, and c) exclusive or peak period bicycle
discharge of stormwater run-off from lane;
contributing catchments and the d) advisory treatments such as
preservation of all weather access; Bicycle Awareness Zone;
c) kerb and channel— e) shared parking / bicycle lane;
i. controls vehicle movement by delineating f) contra flow bicycle lane; and
the carriageway for all users; g) bus/bicycle lane.
ii. conveys road pavement run-off to
stormwater drainage in a manner that S7.4 The provision of bicycle lanes at
allows the road to be trafficable in Q100 intersections is generally in accordance with
ARI local rainfall events; and AUSTROADS Part 14, section 5 and the Manual
d) verges and footpaths provide— of Urban Traffic Control Devices (MUTCD) Part 9.
i. safe access for pedestrians and cyclists clear
of obstructions;
ii. an access area for vehicles onto
properties;
iii. a corridor allocated for services and
utilities; and
iv. additional amenity for minor roads.
O23 S8.1 Stormwater drainage planning, design and RO23 Refer Site Based Stormwater Management
Stormwater drainage infrastructure is planned, construction is in accordance with Section 4 of Plan prepared by Morgan Consulting
designed and constructed to— PSP5 Engineering Design Standards – Roads, Engineers.
a) be accessible, cost effective and easily Drainage and Earthworks;
maintainable; AND
b) protect downstream capacity; S8.2 As Constructed data is submitted in
c) protect downstream water quality; accordance with Section 6 of PSP5 Engineering
d) maximise on-site stormwater retention and Design Standards – Roads, Drainage and
retardation; and Earthworks;
e) convey run-off to stormwater drainage in a AND
manner that allows roads to be trafficable in Q100 ARI S8.3 Stormwater drainage planning, design and
local rainfall events. construction is in accordance with the
Queensland Urban Drainage Design Manual.
Section 35
O24 S9.1 Roads and stormwater drainage RO24 Not Applicable.
Roads and stormwater drainage infrastructure is infrastructure is constructed in accordance with—
constructed— a) Sections 2, 3 and 4 of PSP5 Engineering
a) in accordance with appropriate engineering Design Standards – Roads, Drainage and
standards; and Earthworks;
b) to minimise adverse environmental impacts, b) Queensland Design Code for Residential
including from run-off and erosion. Streets;
c) AUSTROADS; or
d) A combination of the principles in these
documents;
AND
S9.2 Erosion and sediment control measures are
designed and implemented in accordance with
the Institution of Engineers Australia
(Queensland Division) Soil Erosion and Sediment
Control - Guidelines for Queensland Construction
Sites.
Environmental Protection S10.1 Roads and stormwater drainage follow RO25 Not Applicable.
O25 the edge of existing disturbed areas, or
Roads and stormwater drainage infrastructure are alternatively, these works are co-located within
located and aligned so as to— a combined utility corridor;
a) minimise disturbance to native vegetation AND
and/or other habitat areas; S10.2 Roads avoid native vegetation and
b) protect and maintain wildlife corridor provide for fauna underpasses and associated
movements and the safety of native fauna; fencing where appropriate;
c) minimise changes to the hydrological regime, AND
including drainage patterns, run-off and water S10.3 Road infrastructure within or adjacent to
quality; native habitat incorporates fences which allow
d) avoid crossing watercourses, drainage lines and for protected wildlife movement and controls
wetlands, but where such crossings are unrestricted access of domestic cats and dogs;
unavoidable, disturbed areas are reinstated and AND
revegetated on completion of works; and S10.4 Native vegetation is protected from
e) minimise bulk earthworks. clearing or construction activities by—
a) clearly marking vegetation to be
retained with flagging tap;
b) installing protective fencing around the
dripline of vegetation; and
Section 36
c) ensuring stock piling, storage and vehicle
parking occur outside the areas of vegetation to
be retained;
AND
S10.5 Low impact construction techniques are
used around areas of vegetation to be retained
to minimise interference with the vegetation.
O26 No solution provided RO26 Not Applicable.
Roads and stormwater drainage infrastructure is
proven to be suitable for its use prior to Council
accepting the dedicated asset.
O27 S12.1 The location, design and construction of RO27 Not Applicable.
Alignment of stormwater drainage infrastructure is to stormwater drainage structures is in accordance
allow for easy access for the ongoing maintenance by with Sections 4 and 5 of PSP5, Engineering
Council. Design Standards - Roads, Drainage and
Earthworks;
AND
S12.2 Where infrastructure is located on private
land an easement is dedicated over the
infrastructure in accordance with Section 4 of
PSP 5, Engineering Design Standards – Roads,
Drainage and Earthworks.
O28 S13.1 The following infrastructure components RO28 The existing road frontages are complete with
Development is provided with external roadworks already exist at the frontage of the site or are kerb and channel and underground utilities.
along the full extent of the frontage of the site to an provided at the developer’s Any works within the road verges fronting the
appropriate standard having regard to the specified expense— site will be in line with Noosa Council
function of the road. a) full width sealed road; Standards.
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;
Section 37
j) stormwater drainage works; and
k) installation of electrical conduits;
AND
S13.2 Road and drainage design and
construction is in accordance with Sections 3
and 4 of PSP5 Engineering Design Standards –
Roads, Drainage and Earthworks.
O29 S14.1 Noise sensitive uses including RO29 Not Applicable.
Noise sensitive uses including residential uses are not residential uses are separated by a
subjected to high traffic noise levels from the major minimum of—
road network or rail corridors. a) 40m from the property boundary of
roads within the major road network;
and
b) 80m from the property boundary of rail
corridors;
OR
S14.2 Development in the vicinity of road
corridors meets the following external design
criteria for roads in the major road network—
a) 54dB(A)L 10 (18hours) based on predicted
traffic volumes ten years hence;
AND
S14.3 Development in the vicinity of rail
corridors meets the following external design
level noise criteria—
a) 65dB(a), assessed as the 24hour
average equivalent continuous A- weighted
sound pressure level; and
b) 87dB(A), assessed as a single event
maximum sound pressure level.
O30 No solution provided. O30 Not Applicable.
Staged development is planned, designed and
constructed to ensure that—
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
Section 38
c) the materials used are consistent throughout the development. O31 S16.1 Any alterations or repair to infrastructure RO31 Not Applicable. Any alterations or repairs to infrastructure as a result of as a result of the development are completed at the development are made at no cost to Council. the developer’s expense.
Section 39
Water Sensitive Design Code – The Noosa Plan
Performance Criteria and Acceptable Solutions
Water reuse S1.1 Development complies with the water RO1 Refer Site Based Stormwater Management
O1 quality standards in Table 2 of the SEQ Regional Plan prepared by Morgan Consulting
Development uses a combination of detention and Plan Implementation Guideline No. Engineers
retention systems to capture run-off from areas on the 7 for Water Sensitive Urban Design;
site; S2.1 No solution provided
AND S3.1 Captured water is plumbed to be available
for all external uses including gardening,
O2 irrigation, ponds, filling swimming pools and
Water storage devices must have sufficient capacity outdoor cleaning, as well as all ground floor toilet
having regard to local rainfall pattern and the cisterns and washing machine cold taps;
catchment area of roof or other hard standing surface AND
AND S3.2 W here the captured water is used for toilet
O3 flushing and/or laundry use, an automatic or
Captured water is utilised for all non-potable uses on manual interchange device that allows alternate
site; use of captured water or the reticulated water
AND supply is installed to ensure that there is a
O4 continual supply of water for sanitary flushing
On-site detention does not adversely impact on water and laundry use.
requirements downstream of the site where the water S4.1 No solution provided
is required to sustain the ecology and hydrology of S5.1 No solution provided
downstream systems (environmental flows);
AND
O5
Within the Shire Business Centre site, as shown on
Map SBC, on-site detention measures are contained
within the developed areas of the site, clear of drainage
lines and Open Space Precincts.;
Run-off treatment S6.1 & S7.1 Development complies with the RO6 Refer Site Based Stormwater Management
O6 water quality standards in Table 2 of the SEQ Plan prepared by Morgan Consulting
Run-off that leaves the site is treated so as Regional Plan Implementation Guideline No. 7 Engineers
not to adversely impact on the ecology and for Water Sensitive Urban Design.
hydrology of downstream environmental flows;
AND
O7
Section 40
Within the Shire Business Centre site, as 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 S8.1 A suitable backflow prevention device is R08 Not applicable. O8 installed to protect the potable water within the Backflow devices or similar systems ensure water reticulated water supply in accordance with reuse facilities have no impact on the quality of the AS/NZS 3500:2003 Plumbing and Drainage. town mains water. Use of natural treatments and systems Use of natural treatments and systems R09 Refer Site Based Stormwater Management Plan O9 O9 prepared by Morgan Consulting Engineers Natural treatment strategies, including grass swales Natural treatment strategies, including grass and bio-retention systems, vegetated filtration strips swales and bio-retention systems, vegetated and gross pollutant traps, are used wherever filtration strips and gross pollutant traps, are used practicable; wherever practicable; AND AND O10 O10 Within the Shire Business Centre, as shown on Map Within the Shire Business Centre, as shown on SBC— where necessary, drainage lines are Map SBC— where necessary, drainage lines are ecologically enhanced to ensure that the water quality ecologically enhanced to ensure that the water polishing functions are of high standard. quality polishing functions are of high standard.
Section 41
15099 - ESA/2
Page 15
Appendix D
CONCEPT SERVICES PLAN
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 42
P: (07) 3369 8411
F: (07) 3369 1893
[email protected]
Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 43
15099 - ESA/2
Page 16
Appendix E
DBYD PLANS
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
Section 44
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.
9800
9700
7079600m N
4400 4500
4600
For Emergency Situations
Please call 13 19 62
—
RR ] =
483694 G/ 4202778,”
~~ / “daa
—~'—P350840_ |
I
ley
1
4202778
P350842
Tr
———} 3800
————} $700
———} $600
804400m 4500
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.
4600
UNCONTROLLED COPY
energex
DBYD
Date: 24 Jun 15 Time: 11.10.04
Requested By: DBYD
SCALE 1:1000
20 ° 20m
Enquiry No: 46281464
STRIP No: 1
—= + Cable Voltage
A Ground Transtormer Less Than 33k
Cubicle Transformer Cable Voltage
33kV or Higher
t= Ring Main Unit
@) Metering Unit © Direer-Lay
wv Link Pillar O Conduit
[Service Pillar 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
Works Order
Polygon
v—
INDEX TO SHEETS
LOCALITY DIAGRAM
C
_ NOOSAVILLE
5
PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 45
Goodchap Street DBYD SW by Type ESSE BoxCulvert Allotment Pipe Easement Stormwater Misc Infrastructure Covenant Optic Fibre Cable =e == Clever Networks Cooroy Noosa Council's Fibre Network SW by Type @ CatchPit B sFieldiniet a Manhole = SCONCES w mENOOSReOleNene While every care is teken to ensure the ecauracy of this product, neither the Noosa Council nor the State of Queensiand makes any representations or warranties about its acauracy, reliability, completeness or sutabiity for any particular purpose and disclaims all responsibilty and aff liability (induding without limitation, liability in negigence) for all expenses, loses, damages (induding indirect or consequential damage) and costs that may occur as a resuk of the product being inaccurate or incomplete in any way or for any reason. Crown & Council Copyright Reserved, Geocentric Daturn of Australia 1994 (GDAS4) Created by: JA Date: 24 June 2015
Section 46
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: 46281468 Date Generated: 24/06/2015
For all Optus DBYD plan enquiries –
Email: [email protected]
For urgent onsite assistance contact 1800 505 777
Optus Limited ACN 052 833 208
Section 47
AD
O21
1DE
10
Cable Plan
28
N
W E
O1
1DEAD
1DEAD
O10
38
S
2x2
2
2
P35
O5 EAD
10 C
1D
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PF 45.5
40
10
1DEAD
O2
42
P352
10 C ExA2D 3
O1- UT
1DEAD
1D2
OP
O3
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10
44
3F
O2
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8.0
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2
46
0
2
P5
P35
2
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51
30
30
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48
P50
40.0
4
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5
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2
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50
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2
50
P35
1-40
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30 45.0
0
30
48.5
31.5 2
P35 100.0
30 PR
1DEAD
O47
MC
6
2 PR
2
3x2 PR 30 67.3
2
O31-47
8
P35
O49-51
21.5 P35
1DE
O32
10DEAD
100 D
2
AD
MC.0 EA
52
50D -400
P35
2
43
22.0
1
O35
50
O21- 1
O49 0
1DEAD
O42
3
1DE
MC
1DE
O3
8
O34
47
VAL
P35
-5
2
AD
AD
54
30
P35
1DE
O30
50
1DEAD
AD
56
1DE
5
O44
O45
56.0
10
AD
P3
40.2
18.50
2
3
3x2
2
2
O31 -50
5
1DE
P35
7
58
2
O36
O49 EAD
11D
-47
2
AD
P50
O41
O37
12
32.0
P35
20.5
30
P20 2
2x2
O1-
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O21
O49
O5501 0 40.2
47
1DE
60
2
O46
AD
9
2
-5
38.2
P35
AD
O321 3
10
1DE
O3
20.3
-40 C 2
1DE
2 AD P50
14
O47
50D -400
O35 00
2
L4
AD
11
1
EAD
62
2
1
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O33
R
2x
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P35
5
1DE
O51
16
50
2x2
64 3
AD
36.3
35
1
1DE
O40
.9
40.2
AD
1DEAD
10 PEIUT
2
O32
2
0m 10m 20m 30m 40m 50m 60m
1DE
O24
P35
O31-40
9.1
AD
2 PR
O40
1DEAD
For all Telstra DBYD plan enquiries - Sequence Number: 46281465
email - [email protected]
For urgent onsite contact only - ph 1800 653 935 (bus hrs) CAUTION: Fibre optic and/ or major network present
TELSTRA CORPORATION LIMITED A.C.N. 051 775 556
in plot area. Please read the Duty of Care and
contact Telstra Plan Services should you require
Generated On 24/06/2015 11:10:37 any assistance.
The above plan must be viewed in conjunction with the Mains Cable Plan on the following page
WARNING - Due to the nature of Telstra underground plant and the age of some cables and records, it is impossible to ascertain the precise location of all Telstra plant from Telstra's plans. The accuracy and/or
completeness of the information supplied can not be guaranteed as property boundaries, depths and other natural landscape features may change over time, and accordingly the plans are indicative only.
Telstra does not warrant or hold out that its plans are accurate and accepts no responsibility for any inaccuracy shown on the plans.
It is your responsibility to locate Telstra's underground plant by careful hand pot-holing prior to any excavation in the vicinity and to exercise due care during that excavation.
Please read and understand the information supplied in the duty of care statement attached with the Telstra plans. TELSTRA WILL SEEK COMPENSATION FOR LOSS CAUSED BY DAMAGE TO ITS PLANT.
Telstra plans and information supplied are valid for 60 days from the date of issue. If this timeframe has elapsed, please reapply for plans.
Page 1 of 2
Section 48
Mains Cable Plan N
W E
S
212
.0
c3:M1-1200 1200 PIUT (AA) c9:M901-1000 100/0.40 CPFUT
c5:M1-2400 2400/0.40 CPIUT (BA) AC BC
c3002:AA-B6/1-12 12F/- SMOF FNPE
c3003:CE-AG/1-60 60F/- SMOF FNPEHJ/STD (BB) AB BB
BB2
AA
1xP32 SUBDUCTS
AA1
(AA)
1xP32 SUBDUCTS (BB) P100 OC OPTUS 3762M02 12/2024
BB1
AA BA
OC OPTUS 3831M01 03/2025 (BB2)
1xP28 SUBDUCTS (BB) P100CE
c3002:AA-AG/1-24 24F/- SMOF FNPEHJ/STD (BB1)
c9:M1-900 1200/0.40 CPIUT (BC)
100DEAD
c9:M1001-1200
B6
Health Care Aust
100.0
8
1.2
---
2.0
c9:M901-1000 100/0.40 CPFUT (AA)
OC OPTUS 3831M01 43.0 c3002:AA-B6/1-12 12F/- SMOF FNPEHJ (AA)
BREAKOUT AA
AA1 DIST (AA)
P100 1xP32 SUBDUCTS
OC OPTUS 3762M02 12/2024
(AA)
(AA1)
VAL
AA
AA3AA2
AA4AA1
P100
4xP32 SUBDUCTS (AA)
OC OPTUS 3831M01 03/2025(AA1)
CR
226
.0
0m 10m 20m 30m 40m 50m 60m
AC BC
AB BB
AB1 BB2
Sequence Number: 46281465
BB1
For all Telstra DBYD plan enquiries - AA BA
email - [email protected]
P100CE
For urgent onsite contact only - ph 1800 653 935 (bus hrs) CAUTION: Fibre optic and/ or major network present
TELSTRA CORPORATION LIMITED A.C.N. 051 775 556
in plot area. Please read the Duty of Care and
contact Telstra Plan Services should you require
Generated On 24/06/2015 11:10:42 any assistance.
WARNING - Due to the nature of Telstra underground plant and the age of some cables and records, it is impossible to ascertain the precise location of all Telstra plant from Telstra's plans. The accuracy and/or
completeness of the information supplied can not be guaranteed as property boundaries, depths and other natural landscape features may change over time, and accordingly the plans are indicative only.
Telstra does not warrant or hold out that its plans are accurate and accepts no responsibility for any inaccuracy shown on the plans.
It is your responsibility to locate Telstra's underground plant by careful hand pot-holing prior to any excavation in the vicinity and to exercise due care during that excavation.
Please read and understand the information supplied in the duty of care statement attached with the Telstra plans. TELSTRA WILL SEEK COMPENSATION FOR LOSS CAUSED BY DAMAGE TO ITS PLANT.
Telstra plans and information supplied are valid for 60 days from the date of issue. If this timeframe has elapsed, please reapply for plans.
Page 2 of 2
Section 49
UNITYWATER DBYD MAP
Sequence Number: 46281471
Job Number: 9334428
3
8
GO
Printed On: 24/06/2015
!
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Emergency Situations
APS
Call Unitywater: 1
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1300 086 489
R
4
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This information on this plan is valid
!
for 30 days from "Printed On" date.
Legend 4
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1
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Extent of Unitywater Area Sewer Gravity Main
Water Trunk Main
Ú
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8
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Geospatial Information Systems 6
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Ground Floor, 33 King St 1
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These Maps are supplied under the following conditions:- (
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Mapping details are supplied from information contained in Unitywater’s 6
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records which may have been furnished to Unitywater by other persons. 4
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Unitywater gives no warranty or guarantee of any kind, expressed,
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4
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whether any particular facts or circumstances exist and Unitywater 3
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(and its officers and agents) expressly disclaim responsibility for any 1
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loss or damage suffered as a result of placing reliance upon this information. 1
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Section 50
15099 - ESA/2
Page 17
Appendix F
NOOSAVILLE FLOOD OVERLAY MAPPING
Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
The text continues on section 51.
Used in these records
Engineering Services Assessment.pdfRelated documentApplication case desk ↗
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