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Response to Info Request - Attachment 4b - Engineering Report Part 2 MCU18-0015 & RAL18-0001 · MCU18/0015
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EROSION & SEDIMENT CONTROL MANAGEMENT PLAN
Comply with all statutory regulations and maintain the during earthworks.
Objective / Target construction. Comply with the Major Erosion and Sediment Control Plan
by Walsh Professional Engineers to control erosion and sediment flows.
ROCK CHECK DAMS SHALL BE LOCATED IN ALL CUT Site foreman to identify and check direction of stormwater flows as
OFF DRAINS IN ACCORDANCE WITH IEAC STANDARD shown on plan, Provide barriers and other measures shown on plan and
SILT FENCE BY SEDIMENT FENCE __LENGTH AS REQUIRED DRAWING RCD -01 Management Strategy ith I guidelines t t stormwater fl
GEOFABRICS BY GEOFABRICS rT ”™”~—CSY s\3 within council guidelines to prevent stormwater flows over
S|3 embankments and minimise sediments into gully pits.
ae FORM U-SHAPED CREST TO
NSL. N.S.L. “BIDIM" BY GEOFABRICS OR OTHER ENSURE OVER TOPPING AT
APPROVED EQUIVALENT INSTALLED 0.6m, 600mi CENTRE OF DAM i Si
200 MIN Bb | Implement and maintain contro! measures identified on the Erosion and
200 MIN | AS DETAILED - \FA DIRECTION OF FLOW 150mm MIN Wa , Task / Actions Sediment Control Plans
POSTS AT 3m CENTRES WITH WIRE 3S 4 4 0.3m-0.5m
SECTION MESH BACKING or 2m WITHOUT, ALL WATER FLOW | &
POSTS DRIVEN 600mm INTO GROUND. = 460mm ROCK SPALLS EMBED 200mm
5
150mm ROCK SPALLS ™m INTO GROUND Site foreman to check for erosion and sediment flows at the base of
GEOTEXTILE FABRIC Performance Indicators embankments after rain. Check that all sediment fences and check
dams are working correctly during rain events.
PERIMETER SILT FENCE SECTION A-A ROCK CHECK DAM
SCALE 1:50 SCALE 1:50 SCALE 1:50
Inspection of all control structures shall be undertaken prior to expected
SEDIMENT FENCES SHALL BE CONSTRUCTED WITH RETURNS AT Frequency / Deadline rainfall events and at least twice weekly. All minor structures such as
INTERVALS IN ACCORDANCE WITH "IECA BEST PRACTICE EROSION quency ' windrows, sediment fences etc, shall be inspected at the completion of
CONTROL MANUAL" AND MAXIMUM 20m SPACINGS FOR FENCES each day.
ALONG CONTOURS AND 10m FOR ON-GRADE.
TEMPORARY ROCK FILTER DAM ENTIRE VERGE TO Responsible Person / The implementation of the Major Erosion and Sediment Control Plan is
BE TURFED. Organisation the responsibility of the Principal Contractor.
A Principal contractor to provide a monthly copy of record sheets
"BIDIM A34" BY GEOFABRICS OR APROVED A Reporting / Review identifying ps resuls for water quality testing Site workman to advise
EQUIVALENT. INSTALLED AS SHOWN foreman if they notice any barrier needing repair.
GRATED INLET Should ti | deficiencies, the Contractor shall rt
PIT IN ROADWAY . jould inspection reveal deficiencies, the Contractor shall report issues
=f LL Corrective Actions to Supervising Engineer.
ELEVATION PLAN
ALLOTMENT PIT PROTECTION DETAIL TEMPORARY SILT TRAP DETAIL TURF VERGE DETAIL
TYPE 1 (AP1) SCALE: 150 TYPICAL LIP-IN-LINE
SCALE 1:20 GULLY PIT N
st a
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CATTLE GRID 3.0M NOM oO PROVIDE GEOTEXTILE
— CONSTRUCTION SITE WIDTH SET 300MM FABRIC WRAP OVER GRATE.
IF 4 ABOVE GROUND 5
| | Sg KERB & CHANNEL: iS
3 TURF STRIPS WIDE 1 | NOTE: \ GEOTEXTILE TUBE
| | CONTRACTOR TO PROVIDE A PROVIDE SAND FILLED 1008
| | WASH DOWN FACILTY IN SLOTTED AG DRAIN,
GEOTEXTILE FABRIC,
A WRAPPED IN GEOFABRIC,
SILT FENCE 2000 BY GEOFABRICS. ——-_| | BIDUM U34 OR SIMILAR CONJUNCTION WITH THE ror
PROPOSED CATTLE GRID APPROVED EQUIVALENT,
OR OTHER APPROVED COMPOSITE | | TO FRONT OF CHAMBER
SILTFENCE. INSTALLED IN ( _u| pb
ACCORDANCE WITH 75 - 100mm Sey
MANUFACTURERS SPECIFICATIONS. TURF SURROUND / WHERE DIRECTED BY CRUSHED ROCK kp,
SUPERINTENDENT. INSTALL ENVIROMAT OR Mp INLET PIT PROTECTION DETAIL (IP)
OTHER APPROVED PRODUCT IN ACCORDANCE SCALE 120
WITH MANUFACTURERS SPECIFICATIONS. CONSTRUCTION EXIT
ALLOTMENT PIT PROTECTION DETAIL
TYPE 2 (AP2)
SCALE 1:50
REV | DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
» or aaa anes PROPSED DEVELOPMENT EROSION AND SEDIMENT CONTROL VVALSH
WA LS | E [email protected] at 27 ATTUNGA HEIGHTS, NOOSA HEADS DETAILS CONSULTING
W walsheng.net.au CTOR APPROVAL DAVID NEATE ENGINEER
CONSULTING J 4 15/72 Wises Road, Maroochydore @.4558 area 4665 for DAVI AT
~ PO Box 5512, Maroochydore BC Q. 4558 ian for the sof and t to the cor s prescribe a
ENGINEERS ABN. 39611482716 FOR APPROVAL anymeas (eto, mechanic, rir cope eo DRAWING No: €5756/15/P30 REVISION
NOT FOR CONSTRUCTION 2d without the prior written permis
COUNCIL REFERENCE: SHEET: 10 of 13
FILENAME :C5756-16-P29.31.dug -DATE: S188 10:48am
‘1 Sheet Size J] Design:ALS | Drawn: ILF
[ Date:oct 15
See the original
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Section 2
LEGEND:
—_—_—_——42— PROPOSED CONTOURS
—— 42— EXISTING CONTOURS
[__] _ PRoPoseD cur
ll PROPOSED FILL
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OPEN SPACE /
7,710m?
PROPOSED
ACCESS TO
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DRIVEWAY No. 2 \
7
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SCALE 1:500 A1, 1:1000 A3
wa [oar DESCRPTION a PROIECT DRAWING TIE
» ov ads aaas 7 [estas [our enous we PROPOSED DEVELOPMENT PRELIMINARY EARTHWORKS VVALSH
VVALSH E [email protected] at 27 ATTUNGA HEIGHTS, NOOSA HEADS LAYOUT PLAN CONSULTING
SECTOR APPROVAL 3
W walsheng.net.au wea. 4665 for DAVID NEATE ENGINEERS
CONSULTING J 4 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558 © this plans Copyright Other than forthe purposes of and subject tothe conditions prescribed .
ENGINEERS | aan. 39611482 716 FOR APPROVAL part oftryin any mo: yay eas ecrone recon, ro cong pot ORAWING No: C5756/15/P32 REVISION: A
NOT FOR CONSTRUCTION reprodu red in a ithout the prior written permission
FLENAME -OS55616P32q DATE” DOTNT6-10Stam Ad Sheet Size J Design-Als [Drawn Als | Date.oct 2015 | _itlectalprooety remains ee, All enquiries shoud be directed to Walsh Consiting Engineers. COUNCIL REFERENCE: SHEET: 11 of 13
Section 3
|
cbs
PROVIDE 5kL RAINWATER HARVESTING —~ > ——
TANK TO NEW DETACHED DWELLING
(COVENANT REQUIREMENT).
2
PROVIDE SPEL (OR APPROVED
~ EQUIVELANT) WATER QUALITY
‘™ = TREATMENT DEVICE.
=
_.
a ~~.
PROVIDE SCOUR PROTECTION AND FLOW DISSIPATION
DEVICE AT STORMWATER OUTLETS IN ACCORDANCE
_— WITH FIGURE 5.3.3.1 OF WATER SENSITIVE URBAN
DESIGN'S - TECHNICAL DESIGN GUIDELINES.
4
== =—n— — -0!
aN
PEPPERS NOOSA RESORT & VILLAS
TOWNHOUSE DEVELOPMENT (LOT 1)
TO DISCHARGE TO PROPOSED
PROPRIETARY WATER QUALITY
TREATMENT DEVICE.
PROVIDE SCOUR PROTECTION AND FLOW DISSIPATION os
DEVICE AT STORMWATER OUTLETS IN ACCORDANCE o
WITH FIGURE 5.3.3.1 OF WATER SENSITIVE URBAN os
DESIENS - TECHNICAL DESIGN GUIDELINES.
PROVIDE 5kL RAINWATER HARVESTING.
TANK TO NEW DETACHED DWELLING
(COVENANT REQUIREMENT).
FILENAME :C5756-16-P39.dug -DATE : 20/1/18 10:50am
Al Sheet Size
Design-als | Drawn-Als | Dateocr is intelectual roperty remains within Wash Consulting Engineers. Allenquires shoul be ciecte ta Walsh Cons.itng Engineers
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PLAN VIEW ELEVATION VIEW SIDE VIEW ISOMETRIC VIEW 0 0 20 40 40 som
SPEL FILTER DETAILS [pp a
Nis SCALE 1:500 At, 1:1000 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
» orsaas aaca 0 [rns [ewrcarnwes ee PROPOSED DEVELOPMENT PRELIMINARY STORMWATER QUALITY WALSH
WA LSH E [email protected] at 27 ATTUNGA HEIGHTS, NOOSA HEADS LAYOUT PLAN CONSULTING
W walsheng.net.au
CONSULTING J 4 15/72 Wises Road, Maroochydore @.4558 are 4665 for DAVID NEATE
PO Box 5512, Maroochydore BC Q. 4558 his plan is Copyright. Other than for the aurposes of and sulject to the conditions prescribed under the Copyright Act, no 2
ENGINEERS ABN. 39 611 482716 FOR APPROVAL on Cay nay fry any nes oon, merrier cpg cong ectdng rare} be. CRAVING No: €5756/15/P33 REVISION: A
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
COUNCIL REFERENCE: SHEET: 12 of 13
Section 4
OVERLAND FLOW CAPACITY CALCULATIONS-DEVELOPED SCENARIO. Q100 OVERLAND FLOW GULLY LONGITUDINAL GRADE = 6.0% MANNING'S EQN FLOW AREA = 10.23m? WETTED PERIMETER = 12.63m ROUGHNESS = 0.15 FLOW DEPTH = 1.422m > CAPACITY @ FLOW DEPTH = 14.52m'/s_ V=1.419m/s BDY CHANNEL SECTION - EXISTING Scale 1:250 @ At OVERLAND FLOW CAPACITY +, CALCULATIONS-DEVELOPED SCENARIO ) Q100 OVERLAND FLOW 4 GULLY LONGITUDINAL GRADE = 6.0% MANNING'S EQN FLOW AREA = 10.25m? WETTED PERIMETER = 12.64m == ROUGHNESS = 0.15 FLOW DEPTH = 1.423m > CAPACITY @ FLOW DEPTH = 14.56m*/s. a COM Sg eee ral 7, ons Wise Ty Naor oe aece AN MATT Press \ : AV ih RSA \° NeW er! Dive ; Aa Si Lf ‘ Sa BDY WY WR CHANNEL SECTION - DEVELOPED Scale 1:250 @ Al 0 40 80 120 160 200m SCALE 1:2000 At, 1:4000 A3- wey | onte SESCRPTION wy yon TOncr SAW NOTE > ov saa3 ages a PosrazasT yur avout avenoeo we To Mh PROPOSED DEVELOPMENT STORMWATER CATCHMENT PLAN WALSH VVALSH E engineers@walshengnetau fff IMEI at 27 ATTUNGA HEIGHTS, NOOSA HEADS EXTERNAL CONSULTING W walsheng.net.au ‘CHECKE! for DAVID NEATE CONSULTING | 4 35772 wes toa Maroocndore sss —— ENGINEERS ABN, 39611 482 716 FOR APPROVAL i keno | DRAWING No: C5756/15/P34 REVISION: AA repre eS, FILENAME : 0576616 P34.00g DATE: 2018 105Tam Al Sheet Size | Design: vc] Drawn: MVC [Date-oct 2015]! COUNCIL REFERENCE: SHEET: 13 of 13
Section 5
Flood & Tide Maps - Noosa Council
Section 6
Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying 27/05/2018
upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability Noosa Storm Tide
whatsoever for any errors, faults, defects or omissions in the information.
1:10000
Section 7
Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying 27/05/2018
upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability Noosa Flood Map
whatsoever for any errors, faults, defects or omissions in the information.
1:10000
Section 8
Rational Method Calculations
Section 9
Peak Discharge Calculations
Reference ‐ Chapter 4 QUDM.
Job Name. Attunga Heights CATCHMENT INFORMATION
Job No. C5756 SITE LOCATION Noosa Shire
Date 23/05/2018 IFD INFORMATION Noosa IFD
Designed MVC 10% AEP 60min 74.8
Checked JW
TIME OF CONCENTRATION TIME OF CONCENTRATION CONTINUED COEFFICIENT OF RUNOFF
Sub‐Catchment Area (Ha) Fraction Impervious (%) Runoff Coefficients
CHANNEL FLOW‐3
Std Inlet Time 0.0 Flow Length (m) 160.0 CMT No. Existing Developed Existing Developed Existing Developed
Fall (m) 17.0 1 25.133 25.133 10 10 0.72 0.72
Flow Time (min) 1.0 2 3.506 3.506 60 60 0.82 0.82
SHEET FLOW
Slope (%) 27.0 Multiplier ∆ 3 3 1.802 1.802 5 20 0.71 0.74
Flow Length (m) 50.0 Flow Time (min) 3.0 4
Horton's 'n' 0.035 5
Flow Time (min) 7.1 Total 30.441 30.441 15 16 0.73 0.732
CHANNEL FLOW‐4
Flow Length (m) 730.0
Fall (m) 50.0 PEAK DISCHARGE CALCULATIONS
CHANNEL FLOW‐1
Flow Length (m) 130.0 Flow Time (min) 2.0 Rainfall (mm/hr) Coefficient of Runoff Peak Discharge (m³/s)
Fall (m) 16.0 Multiplier ∆ 3 AEP Existing Developed Existing Developed Existing Developed Increase (%)
Flow Time (min) 0.8 Flow Time (min) 6.0 63% 77.2 77.2 0.58 0.59 3.81 3.82 0.3
Multiplier ∆ 3 50% 87.3 87.3 0.60 0.60 4.45 4.46 0.3
Flow Time (min) 2.3 20% 118 118 0.69 0.70 6.92 6.94 0.3
Flow Length (m) 0.0 10% 137 137 0.73 0.73 8.46 8.48 0.3
Fall (m) 0.0 5% 156 156 0.77 0.77 10.11 10.14 0.3
PIPE FLOW
CHANNEL FLOW‐2
Flow Length (m) 60.0 Flow Time (min) 0.0 2% 179 179 0.84 0.84 12.71 12.74 0.3
Fall (m) 16.0 Multiplier ∆ 1 1% 196 196 0.876 0.878 14.52 14.56 0.3
Flow Time (min) 0.2 Flow Time (min) 0.0
Multiplier ∆ 3 MANNING'S CALCULATIONS
Flow Time (min) 0.6 Scenario Area Perimeter Radius 'n' Slope Velocity Discharge
Total TOC (min) 19.0 Pre 10.23 12.63 0.810 0.15 6.0 1.419 14.52
Post 10.25 12.64 0.811 0.15 6.0 1.420 14.56
Section 10
MUSIC Model Data
Section 11
Appendix
G
Proprietary Water Quality Treatment Device Details
_____________________________________
Section 12
6 5 4 3 2 1
REVISION HISTORY
ISSUE FOR APPROVAL APPROVED.................
REV DESCRIPTION BY DATE CHECKED BY
NOT FOR CONSTRUCTION 1 INITIAL RELEASE P.Z. 20/03/2018
NAME................................
ACCESS MANHOLE SIGNED.............................
900 x 900
D DATE........../........../.......... D
A A
INLET OUTLET
TABLE
TANK LID
LID - CLASS D 2.5 t 1.8 t
900 x 900
NOTE:
C PLAN VIEW LIFTING WEIGHTS MAY VARY C
C:\Vault Working Folder\Designs\SPEL\PRODUCTS\FILTER\EMC-45\STANDARD\04 FILTERS\CONCRETE\PROJECTS\SPEL PRECAST T44 TANK 3.7 kL\SP18-SF10170-P.idw
DEPENDING ON CUSTOM DESIGN
ISOMETRIC VIEW
3 OFF
I.D. 1730 SPEL FILTER EMC45
100
900 WEIR BOX
OVERALL HEIGHT 1825
INTERNAL H'T 1525
200
B B
O.D. 1930 100 SIDE VIEW PLAN VIEW
COVER & LID REMOVED FOR CLARITY
SECTION A-A
TOLERANCE: ALL DIMENSIONS 10mm UNLESS OTHERWISE STATED.
CLIENT: DISTRIBUTOR : The drawings must not be disclosed to any thirdDrawn Date PROJECT :
parties without written permission from SPEL Environmental Sydney.
Unauthorised disclosure may result in prosecution. P.Z. 21-03-18
SPEL Environmental - This drawing is the property of SPEL
Environmental ABN: 83 151 832 629 and is subject to return on Check Date
A demand. It is submitted for the use only in connection with the TITLE
SPEL PRECAST TANK A
proposal and contracts of SPEL Environmental with the expressed
Verified Date
conditions that it is not to be reproduced or copied in any form. 3.7 kL CLASS D
This data must only be used in accordance with our standard SF.169D/03-29.CON.300
terms and conditions. 3 SPEL FILTER CARTRIDGES
Copyright Approved Date
SPEL Environmental accepts no responsibility for any loss or SCALE SIZE
N.T.S SHEET REV
damage resulting from any person acting on this information. A3 1 1
The details and dimensions contained in this document may change, Request No.
please check with SPEL Environmental for confirmation of current RN1758 CUSTOMER CODE : DWG No.
specifications. SP18-SF10170-P
6 5 4 3 2 1
Section 13
Dial Before You Dig (DBYD) Enquiry
Section 14
PAPER SIZE A3
All underground cables shall be treated as being energised. Where a cable is located that is not represented For Emergency Situations
on the ENERGEX EnerG!Se DBYD map, then ENERGEX shall be contge ‘ed immediately. __,
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Please call 13 19 62 aati
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GIS
DBYD
Date: 08 Oct 15 Time: 09.51.54
Requested By: DBYD
NOT TO SCALE
150m
Enquiry No: 48366835
KEY MAP
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LOCALITY DIAGRAM
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This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the UNCON ROLLED (COPY \ . A
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. J aan
PAPER SIZE A3
Section 15
PAPER SIZE A3 Map has been designed to be reproduced in colour All underground cables shall be treated as being energised. Where a cable is located that is not represented on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately. 9200 1300 1200 ~ =— Cy 7081 100m N wiegsss | \ oR peer \ ° 4 9300 9400 For Emergency Situations Please call 13 19 62 1300 ————} 1200 ————} 1100 §09200m E This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. 9300 9400 energex DBYD Date: 08 Oct 15 Time: 09.52.05 Requested By: DBYD SCALE 1:1000 20 ° 20m Enquiry No: 48366835 STRIP No: 1 = Cable Voltage (A Ground Transformer Less Than $534 Cubicle Transformer Cable Voltage 33kV or Higher fm Ring Main Unit @) Metering Unit © Direer-Lay wv Link Pillar O Conduit [1 Service Pillar Multi-Section Junction Pillar Duct ’ Trench J Pit —— Cable Tray b> Cable Termination [| Wanner “Cable Marker ms = Cable Joint Street Light Pole Ig! il Earth Works Order Polygon INDEX TO SHEETS 2 1 4 3 6 5 UNCONTROLLED COPY LOCALITY DIAGRAM LYS f a OY / NOOSA HEADS ? 2 f 5) aA La PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 16
PAPER SIZE A3 Map has been designed to be reproduced in colour All underground cables shall be treated as being energised. Where a cable is located that is not represented on the ENERGEX EnerG!Se DBYD map, then ENERGEX shall be contacted immediately. 9200 9300 9400 For Emergency Situations Please call 13 19 62 1100 | Wwi69385 / W16 ae n | Bae | mre Poa 1000 708Q900m N ———} 1100 ————} 1000 ——— 0900 §09200m E 9300 9400 This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. UNCONTROLLED COPY alee * SgQyD energex GIS DBYD Date: 08 Oct 15 Time: 09.52.52 Requested By: DBYD SCALE 1:1000 20 ° 20m Enquiry No: 48366835 STRIP No: 3 Cable Voltage A Ground Transtormer less Than 33k Cubicle Transformer Mi Cable Voltage 33kV or Higher t= Ring Main Unit @) Metering Unit © Direer-Lay Wi Link Pillar Q. Conduit [Service Pillar HH Multi-Section Junction Pillar Duct . ”\ Trench J Pit — mi Cable Joint Cable Tray b> Cable Termination LE] Tunnel Cable Marker x} Street Light Pole li Earth Works Order Polygon w= INDEX TO SHEETS 2 1 4 3 6 5 LOCALITY DIAGRAM LYS f a a / NOOSA HEADS _? < ) \ A om 5 were PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 17
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
For Emergency Situations
on the ENERGEX EnerG/Se DBYD map, then ENERGEX shall be contacted immediately. Please call 13 19 62
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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.
508900m E
og00
UNCONTROLLED COPY
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DBYD
Date: 08 Oct 15 Time: 09.53.19
Requested By: DBYD
SCALE 1:1000
20 ° 20m
Enquiry No: 48366835
STRIP No: 4
—- Cable Voltage
(A Ground Transformer Less Than 33k
[E] Cubicle Tansformer M—&| Cable Voltage
33kV or Higher
tm Ring Main Unit
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Section 18
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. TOD ATT 0800 7080700m N 9200 9300 9400 For Emergency Situations Please call 13 19 62 0800 0700 §09200m E This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. 9300 9400 UNCONTROLLED COPY energex DBYD Date: 08 Oct 15 Time: 09.53.47 Requested By: DBYD SCALE 1:1000 20 ° 20m Enquiry No: 48366835 STRIP No: 5 = Cable Voltage (A Ground Transformer Less Than $534 Cubicle Transformer Cable Voltage 33kV or Higher fm Ring Main Unit @) Metering Unit © Direer-Lay wv Link Pillar O Conduit [1 Service Pillar Multi-Section Junction Pillar Duct ’ Trench [| Pit — ma Cable Joint || Cable Tray b> Cable Termination LE] Tunnel 4 Cable Marker Street Light Pole li Earth Works Order Polygon INDEX TO SHEETS 2 1 4 3 6 5 LOCALITY DIAGRAM ) Va LYS J S| 2 ; > NOOSA HEADS _? < ) were PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 19
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.
8900
0800
7080700m N
- ~X19620-8
-
N
!
For Emergency Situations
Please call 13 19 62
Sa 69412
0800
0700
508900m E
This output provides details of the ENERGEX elactrical network. As variations may exist no responsibility is incurred by ENERGEX for the
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site.
UNCONTROLLED COPY
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*
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energex
GIS
DBYD
Date: 08 Oct 15 Time: 09.54.06
Requested By: DBYD
SCALE 1:1000
20 ° 20m
-
Enquiry No: 48366835
STRIP No: 6
—= + Cable Voltage
(A Ground Transformer Less Than $5k
Cubicle Transformer | Cable Voltage
33kV or Higher
t= Ring Main Unit
@) Metering Unit © Direer-Lay
wv Link Pillar O Conduit
[1 Service Pillar Multi-Section
Duet
Junction Pillar
i ’ Trench
J Pit
ma Cable Joint Cable Tray
b> Cable Termination LE] Tunnel
4 Cable Marker
Street Light Pole
li Earth
Works Order
Polygon
INDEX TO SHEETS
2 1
4 3
6 5
LOCALITY DIAGRAM
LYS
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NOOSA-HEABS ?
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PAPER SIZE A3 Map has been designed to be reproduced in colour
Section 20
Assets Affected | ) | NOOSA Sequence No: 48366834 DBYD Job No: 9770530 4 HM COUNCIL Location: 27 Attunga Heights Noosa Heads, QLD ‘| DIAL BEFORE YOU DIG www.1100.com.au 4567 re ewan \ EatensGnn YS \ A R NX \ i R 2 aN o = = a 8 ° 2 4 E ent _asenient 35 [33 31/99 ‘asemen, Create Date: 08/10/2015 Map Scale: 1:1000 . Legend DISCLAIMER: While every care is taken by Noosa Shire Council to ensure the accuracy of this data, sWPipe @ ime — sw OpenDrain Noosa Shire Council makes no representation or warranties about its accuracy, reliability, completeness or A Alounent = Manhole TeleCommNetworks suitability for any particular purpose and disclaim all responsibility and all liability (including without limitation in <== BoxCulvert ® Outlet —= Clever Networks Cooroy negligence) for all expenses, losses, damages (including indirect or consequential damage) and costs which may Pipe eas Moai ie Noosa Council's Fibre Network be incurred as a result of the data being inaccurate or incomplete in any way and for any reason. Exact positions Stormwater a oe ae y Poly of any assets shown on this map report should be confirmed on site. se conc Misc Infrastructure Plans generated by PelicanCorp TicketDP Software www.pelicancorp.com
Section 21
3
33
33
3 Assets Affected
Sequence No: 48366834
18
18
18
18
18
18
DBYD Job No: 9770530
3
333
3 3
33
33
3
Location:
3
333
3
27 Attunga Heights
2
22
22
2 Noosa Heads, QLD
3
333
3 4567 3
33
33
3
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3 3
33
33
3 3
33
33
3 333
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33
33
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²
²
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47
47
47
47
47
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33
33
3
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5 5
55
55
5
55
55
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5
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Create Date: 08/10/2015 Map Scale: 1:1000
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DISCLAIMER: While every care is taken by Noosa Shire Council to ensure the accuracy of this data, 5
55
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Noosa Shire Council makes no representation or warranties about its accuracy, reliability, completeness or
suitability for any particular purpose and disclaim all responsibility and all liability (including without limitation in
negligence) for all expenses, losses, damages (including indirect or consequential damage) and costs which may
be incurred as a result of the data being inaccurate or incomplete in any way and for any reason. Exact positions
N
of any assets shown on this map report should be confirmed on site.
Plans generated by PelicanCorp TicketDP Software www.pelicancorp.com
Section 22
47
47
47
47
47
47
Assets Affected
Sequence No: 48366834
DBYD Job No: 9770530
Location: 27 Attunga Heights
Noosa Heads, QLD
4567
43
43
43
43
43
43 45
45
45
45
45
45
39
39
39
39
39
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²
²
²
²
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37
37
37
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36
36
36
36
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33
33
33
33
33
33
33
33
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6
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37
37
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DISCLAIMER: While every care is taken by Noosa Shire Council to ensure the accuracy of this data,
Noosa Shire Council makes no representation or warranties about its accuracy, reliability, completeness or
suitability for any particular purpose and disclaim all responsibility and all liability (including without limitation in
17
17
17
17
17
17
negligence) for all expenses, losses, damages (including indirect or consequential damage) and costs which may
be incurred as a result of the data being inaccurate or incomplete in any way and for any reason. Exact positions
N
of any assets shown on this map report should be confirmed on site.
6
66
66
6
Plans generated by PelicanCorp TicketDP Software www.pelicancorp.com
37
37
37 30
30
30
30
30
30
37
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37
37
37
Section 23
Assets Affected
Sequence No: 48366834
5
55
55
5 DBYD Job No: 9770530
Location:
5
27 Attunga Heights
555
5
5
55
55
5 Noosa Heads, QLD
4567
5
55
55
5 Easement
Easement
Easement
Easement
Easement
Easement
5
55
55
5
5
55
55
5
5
55
55
5 5
55
55
5
5
55
55
5
5
55
55
5
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Easement
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55
55
5
27
27
27
27
27
27
5
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55
5
5
55
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55
55
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5
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5
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5
Create Date: 08/10/2015 Map Scale: 1:1000
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DISCLAIMER: While every care is taken by Noosa Shire Council to ensure the accuracy of this data,
5
555
5
Noosa Shire Council makes no representation or warranties about its accuracy, reliability, completeness or
suitability for any particular purpose and disclaim all responsibility and all liability (including without limitation in
negligence) for all expenses, losses, damages (including indirect or consequential damage) and costs which may
be incurred as a result of the data being inaccurate or incomplete in any way and for any reason. Exact positions
N
of any assets shown on this map report should be confirmedEasement
Easement
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Easement
Easement on site.
Plans generated by PelicanCorp TicketDP Software www.pelicancorp.com
Section 24
2
22
22
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31
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Assets Affected
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31
31
Sequence No: 48366834
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DBYD Job No: 9770530
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Location: 27 Attunga Heights
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Noosa Heads,
31
31
31
31
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33
33
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29
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33
33
33
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35
35
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33
33
35
35
35
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Easement
Easement
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Easement 6
66
66
6
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37
37
37
37
37
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30
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17
17
17
17
17
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66
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88
88
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8 ²
²
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37
37
37
37
37
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30
30
30
30
30
37
37
37
37
37
37
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Easement
Easement
Easement
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Easement
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8
88
88
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8
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28
28
28
28
28
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28
28
28
28
28
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37
37
37 37
37
37
37
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37
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25
25
25
25
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25
26
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26 25
25
25
25
25
25
10
10
10
10
10
10 26
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25 25
25
25
25
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24 26
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26 26
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26
26
24
24
24
Easement
Easement
Easement
Easement
Easement
Easement
37
37
37
37
37
37
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Noosa
²
²
²
²
²
²
24
24
24
24
24
24 23
23
23
23
23
23
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²
²
²
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24
24
24
24
24
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37
37
37
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²
²
²
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21
21
21
21
21
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16
16
16
16
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20 22
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20
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Create Date: 08/10/2015 37
37
37
37
37
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²
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16
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16
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DISCLAIMER: While every care is taken by Noosa Shire Council to ensure the accuracy of this data,
19
19
19
19
19
19
Noosa Shire Council makes no representation or warranties about its accuracy, reliability, completeness or
suitability for any particular purpose and disclaim all responsibility and all liability (including without limitation in
negligence) for all expenses, losses, damages (including indirect or consequential damage) and costs which may
be incurred as a result of the data being inaccurate or incomplete in any way and for any reason. Exact positions
N
of any assets shown on this map report should be confirmed on site.
Plans generated by PelicanCorp TicketDP Software www.pelicancorp.com
16
16
16
16
16
16
Section 25
Assets Affected
Sequence No: 48366834
DBYD Job No: 9770530 55555
Location: 27 Attunga Heights
Noosa Heads, QLD
4567 5
555
5
5
55
55
5
5
55
55
5
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement
Easement 6
Easement
Easement
Easement
Easement
Easement
Easement
5
55
55
5
²
²
²
²
²
²
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Easement
Easement
Easement
Easement
Easement
²
²
²
²
²
² Easement
Easement
Easement
Easement
Easement
Easement
25
25
25
25
25
25
26
26
26
26
26
26
Easement
Easement
Easement
Easement
Easement
Easement
ts
ighhts
Heeig
²
²
²
²
²
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‹ 5
55
55
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24
24
24
24
24
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55
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²
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5
55
55
5
²
²
²
²
²
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22
22
22
22
22
22 5
55
55
5
²
²
²
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²
Create Date: 08/10/2015
Easement
Easement
Easement
Easement
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7
77
77
7
Ù
DISCLAIMER: While every care is taken by Noosa Shire Council to ensure the accuracy of this data, 5
55
55
5
Noosa Shire Council makes no representation or warranties about its accuracy, reliability, completeness or 5
55
55
5
suitability for any particular purpose and disclaim all responsibility and all liability (including without limitation in
Easement
Easement
Easement
Easement
Easement
negligence) for all expenses, losses, damages (including indirect or consequential damage) and costs which may
be incurred as a result of the data being inaccurate or incomplete in any way and for any reason. Exact positions
N
of any assets shown on this38 38
38
38
38
map report should
36
36
36
36
36
be confirmed on site.
Plans generated by PelicanCorp TicketDP Software www.pelicancorp.com
Section 26
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: 48366837 Date Generated: 08/10/2015
For all Optus DBYD plan enquiries –
Email: [email protected]
For urgent onsite assistance contact 1800 505 777
Optus Limited ACN 052 833 208
The text continues on section 27.
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