Council archive · source document
OPW18-0253 - Approved Plans · OPW18/0253
Plans and drawings: the text below has words only, no drawings.
- APPROVED PLANS OPW18/0253 NOOSA COUNCIL 16 JANUARY 2019 - [OCR of page images] SCALE 1:1000 A1 GENERAL NOTES: 0 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES. 2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER. 3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY THE SUPERINTENDENT ON SITE. 20 40 60 80 100m beep} | SCALE 1:1000 A‘, 1:2000 A3- OVERALL SITE PLAN SP195871 ROADWORKS NOTES: 1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ & NOOSA SHIRE COUNCIL STANDARDS. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECT'S DESIGN DRAWINGS. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF 100% STD ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND. CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE CONTRACTOR IS TO CONSTRUCT A COMMERCIAL CROSS-OVER IN ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS & FOOTPATHS (IF REQUIRED). ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD SPECIFICATION. ROADWORKS AND DRAINAGE SET-OUT INFORMATION |S AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA PROVIDED ON THESE DRAWINGS. CARPARK! INTERNAL PAVEMENT NOTES © THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD SPECIFICATIONS, IPWEAQ, LOCAL AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION. « ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK DESIGN AND LAYOUT WITH RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS, WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE SOUGHT IN THIS REGARD. SETOUT « EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY MODELS PROVIDED. EXISTING LEVELS MUST BE CONFIRMED ON SITE BY THE CONTRACTOR AND ANY DISCREPANCIES REFERRED TO THE ENGINEER. « ALLCARPARK SETOUT TO BE AS PER DIGITAL CO-ORDINATES OR DIMENSIONED DRAWINGS PROVIDED. CONTRACTOR MUST NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF DRAWINGS. SUBGRADE SUBGRADE SHALL BE OF SOAKED CBR 15 MATERIAL OR BETTER, FREE FROM TOPSOIL, ORGANIC OR OTHER DELETERIOUS MATERIAL. SUBGRADE SHALL BE COMPACTED TO 98% MDD (AS 1289 E1.1) AND SHALL NOT SHOW MARKED DEFLECTION UNDER 8 TONNE AXLE LOAD AT PROOF ROLL. ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH SELECT MATERIAL FROM SITE OR TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION. SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS SHALL DRAIN TO SUBSOIL DRAINS. SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS APPROVED ALL TEST RESULTS, SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED. . . . GRANULAR PAVEMENT « FINAL PAVEMENT DESIGN SHALL BE DETERMINED BY THE ENGINEER UPON RECEIPT OF SUBGRADE SOAKED CBR RESULTS AFTER THE COMPLETION OF BULK EARTHWORKS. ALL GRANULAR PAVEMENT SHALL COMPLY STRICTLY WITH ALL CURRENT DTMR QUALITY STANDARDS FOR THE NOMINATED PAVEMENT TYPE AND SHALL BE SUPPLIED BY A DTMR ACCREDITED QUARRY. PAVEMENT PLACEMENT SHALL NOT COMMENCE UNTIL MATERIAL QUALITY TEST RESULTS HAVE BEEN APPROVED BY THE ENGINEER. PAVEMENTS SHALL BE PLACED AT DEPTHS NOT EXCEEDING 200mm AND SHALL BE COMPACTED TO 100% MDD (AS 1289 E1.1), SLURRIED AND TRIMMED TO PROFILE REFLECTING FINAL DESIGN SUCH THAT A TIGHT PAVEMENT MATRIX IS ACHIEVED WHERE CEMENT TREATMENT |S NOMINATED BY THE ENGINEER CEMENT DESIGN AT THE NOMINATED RATE MUST TAKE PLACE AT AN ACCREDITED PUG MILL. NO ON-SITE CEMENT TREATMENT WILL BE ACCEPTED. ASPHALT PRIME SHALL NOT BE PLACED OVER BASE COARSE PAVEMENT UNTIL: - ALL TEST RESULTS HAVE BEEN APPROVED. - ASUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT. - AS CONSTRUCTED SURVEY HAS BEEN APPROVED. - ENGINEERS WRITTEN DIRECTION TO PROCEED IS OBTAINED. . . . APPROVED PLANS OPW18/0253 NOOSA COUNCIL 16 JANUARY 2019 eeee REINFORCED CONCRETE NOTES: GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS AS 3600 "SAA CONCRETE STRUCTURES CODE". IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY: AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS). AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS. MATERIALS FOR USE WITH PORTLAND CEMENT. AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND CEMENT- FLY ASH AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES. AS 1302 STEEL REINFORCING BARS FOR CONCRETE. AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE. AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE. AS 3972 PORTLAND AND BLENDED CEMENTS. AS 1379 READY-MIXED CONCRETE (METRIC UNITS) AS 2758 PART 1 CONCRETE AGGREGATES. AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE. AS 3610 FORMWORK FOR CONCRETE. SUPPLY: ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE BATCHING IS ACCEPTABLE. MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE. ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT AUSTRALIAN STANDARDS. ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE. ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE COATINGS WHICH MAY IMPAIR BOND TO CONCRETE. ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE. FORMWORK: ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD OR STEEL FORMS. ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510. REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE. ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION. ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS. TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY WATERPROOF MEMBRANE. TRANSPORT: ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS. CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S DISCRETION. PLACEMENT, COMPACTION AND FINISHING: CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE PUMPING OR KIBBLING. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS. ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER. ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS. SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS. ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY OR WINDY CONDITIONS. ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE. BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE. NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER. TESTING: ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012. THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC) - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY GIVEN DAY. - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m? OR PART THERE OF CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE. ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE. IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER THE ADDITION OF WATER. CURING: ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING. CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS - CONTINUOUS WATER PONDING. - COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE). - APPLICATION OF AN APPROVED CURING COMPOUND. NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: REV DATE DESCRIPTION BY | CHKD DIRECTOR APPROVAL RPEQ- 4784 Drawn: Date: MAY 2016 |ALT. Checked Datum _AHD ENGINEERING : DESIGN : MANAGEMENT mail: [email protected] Brah 101 pty Itd t/a Alta Projects PROJECT ABN. 91 611 354511 26 Memorial Avenue, Cotton Tree PO Box 559, Cotton Tree, QLD, 4558 Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA Web: hitp:/www.alta.net.au A‘ SHEET SIZE for CAPE BOUVARD DEVELOPMENTS FILENAME : 96107-18-RO1-R02.éug-DATE 281/18 12:Mipm - XREF': a8 107-X-BASE; a6107-X-SURVEY; a6107X-ARCH landscape: a61O7-X-ARCH; H-Aporoved-SH; H-Chfbted-SH PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B DRAWING TITLE: ROADWORKS OVERALL SITE PLAN AND NOTES. DRAWING No: Revision Sheet 1 of 1 A6107/18/RO1 © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior faften permfsion of AUfh Project. Alf ntellctanl property eusins wiln AKI Projects leagues shoal Council Ref Seavected fo AUT Poets rer "
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Page 2
-
APPROVED PLANS
OPW18/0253
NOOSA COUNCIL
16 JANUARY 2019
-
[OCR of page images]
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— — —w— — —_ EXISTING WATER RETICULATION
— — —s— — —_ EXISTING SEWER RETICULATION
—— —c— —— EXISTING GAS MAIN
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PROPOSED CONCRETE DOWEL JOINT
PROPOSED CONCRETE BOLSTER JOINT
PROPOSED CONCRETE EXPANSION JOINT
ALL KERB, KERB & CHANNEL,
WHEELSTOPS & BOLLARDS TO
BE PAINTED "SAFETY YELLOW"
APPROVED PLANS
OPW18/0253
NOOSA COUNCIL
16 JANUARY 2019
0 2.0 4.0 6.0 8.0 10.0m
|
SCALE 1:100 At, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. ] Design: PBL
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Date: May 2046 ABN oteits645ii = | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B
checees L Tal (07) 8475 4128 Fax (07) 479 1607 | at SERENITY CLOSE, NOOSA DRAWINGNO: A64Q7/18/RO2 ae
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ENGINEERING : DESIGN : MANAGEMENT © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed tmnder the
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REV | DATE DESCRIPTION BY | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-RO1-202.dug- DATE : 3/10/18 -1:5tpm - XREFs: a6107-X-BASE; a6107-X-SURVEY; a6107-X-ARCH landscape; a6107-XARCH; H-Approved-SH; H-Chefked-SH Council Ref: Tededel aun Pret AT Snfeiectl property remains within ALTA Projects. all enquiries should
Page 3
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APPROVED PLANS
OPW18/0253
NOOSA COUNCIL
16 JANUARY 2019
-
[OCR of page images]
APPROVED PLANS
OPW18/0253
NOOSA COUNCIL
16 JANUARY 2019
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| RAMP 1
4m 2.7m 7m 15.6m
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CONCRETE CARPARK 975m
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5% MAX FALL wo STAGE 4A ,
aN RL14,.78 10% MAX 5 7 BASEMENT B99 Car Vertical Clearance
=> SI FALL) orig POR FALL | RL14.2 FFL14.20 Overall Length 5.200m
= Overall Width 1.940m
Overall Body Height 2.200m
Min Body Ground Clearance 0.100m
Track Width _ 1.840m
SECTION Lock-to-lock time _ , 4.00s
SCALE 1100 At Curb to Curb Turning Radius — 6.300m
0 2.0 6.0 .
SCALE 1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: MB Brah 101 pty Itd Ua Alta Projects PROJECT: DRAWING TITLE:
Drawn: MB DRIVEWAY RAMP LONG SECTIONS
Date: MAY 2016 26 Memorial Aventis. Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
- Tel (07) 5475 4125 Fax (07) 5479 1607] at SERENITY CLOSE, NOOSA DRAWING No: 64(97-18-RO3 A | 1 of 1
osiror018
REVISED SECTIONS
REV
DATE
DESCRIPTION
BY
CHKD
DIRECTOR APPROVAL
RPEQ- 4784
Checked
Datum _AHD
Email: [email protected]
ENGINEERING : DESIGN : MANAGEMENT
Web: hitp:/www.alta.net.au
A‘ SHEET SIZE
FILENAME :26107-18-R02- ROADWORKS SECTIONS dug DATE : 810/18 - 1:80pm - XREF':H-Approved-SH; H-Checkoo-SH
for CAPE BOUVARD DEVELOPMENTS
Council Ref:
© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
be directed to ALTA Projects.
Page 4
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APPROVED PLANS
OPW18/0253
NOOSA COUNCIL
16 JANUARY 2019
-
[OCR of page images]
COMMERCIAL DRIVEWAY 'A' - 5.70m WIDTH
COMMERCIAL CROSSOVER NOTES:-
1. Concrete N32 in accordance with AS 1379 and AS 3600.
2. Reinforcing fabric to AS 1304. Lap fabric 250mm.
3. Depths of concrete and reinforcing steel shown are the
minimum requirements for good foundation conditions, and
average traffic loading. Where this does not apply, depths of PROPERTY BOUNDARY
concrete and reinforcing shall be increased to suit specific |
conditions.
4. Reprofile adjacent footpath to match driveway. Footpath SAWCUT AND
earthworks adjoining concrete must be well compacted BREAKOUT BACK OF
5. Compaction for subgrade 95% Standard to AS 1289.5.1.1. KERB AND CHANNEL
6. Where subgrade is less than CBR 5 excavate and provide concrete Oo nn
imported material to satisfaction of the Superintendent. CONCRETE I ~
7. Concrete driveway unless otherwise approved FOOTPATH FOOTPATH ann CESS
8. Paver and/or proprietary concrete surface finishes to driveway bl z x @
shall only be used when approved by Local Authority. Ss
9. Refer project drawings or Local Authority Standard Drawings 3
for Verge Type Cross Sections. s
10. All dimensions in millimetres. 2
= t= |
[ 600 (Kerb taper
1500 NOM 1500 NOM |
B1 BARRIER KERB
COMMERCIAL DRIVEWAY AND CHANNEL
(<)) CROSSOVER ‘A’ DETAIL
NOTE: DRIVEWAYS ARE TO BE CONSTRUCTED IN
ACCORDANCE WITH IPWEAQ STD DRG RS-051
ALL KERB, KERB & CHANNEL,
WHEELSTOPS & BOLLARDS TO
BE PAINTED "SAFETY YELLOW"
NOMINAL FACE. ALL KERBS ADJACENT CONCRETE
OF KERB PAVEMENTS TO BE PAINTED
' "SAFETY YELLOW’
110 | 49
pope
—_—____
150
SETOUT POINT & LEVEL
& PROPOSED CONCRETE PAVEMENT LEVEL
| ~ - 125mm CONCRETE (N32)
KERB TO BE CAST . VISQUEEN VAPOUR BARRIER a < a SL82 MESH TOP 40 COVER
INTERGRAL WITH SLAB EARTHWORKS LEVEL 3 (TO BE CONFIRMED DURING
CONSTRUCTION)
INTEGRAL KERB - TYPE B
PAVEMENT JOINTS TO EXTEND THROUGH KERB KKK 100mm CBR15 MATERIAL
DIOS onpacteb 10 100% MBO
NOMINAL FACE
OF KERB
KERB TO BE CAST
INTERGRAL WITH SLAB
SONS
SEX K RRR
SSO
RRR RINE
ALL KERBS ADJACENT CONCRETE
PAVEMENTS TO BE PAINTED
"SAFETY YELLOW’
INTEGRAL KERB - TYPE B3
PAVEMENT JOINTS TO EXTEND THROUGH KERB
LIGHT DUTY CONCRETE PAVEMENT DETAIL
SCALE 1:10
VISQUEEN VAPOUR BARRIER
FINISHED PAVEMENT LEVEL
100mm CONCRETE (F'C = 25MPa)
CONCRETE FOOTPATH
SCALE 1:10
e PROVIDE BOLSTER JOINTS @ 3m CTS
100
SL72 MESH
40 COVER
20mm SAND LAYER
¢ PROVIDE EXPANSION JOINTS @ 12m CTS
1500
4IN8
SL72 MESH
3500 NOM
| 25%
200UM VISQUEEN.
50mm BEDDING SAND
40 TOP COVER.
(_».\ SECTION
YT) SCALE 1: 20 (A1)
DOWEL SOCKETS TO
MANUFACTURERS SPEC.
OR EQUAL
PROPERTY
BOUNDARY
—/
APPROVED PLANS
OPW18/0253
2 NOOSA COUNCIL
” 16 JANUARY 2019
- TOOL FINISH EDGES
__R16 GALVANISED DOWELS (400 LONG)
AT 300 CTS CENTRAL
SL82 MESH
& COVER
125
200
200 UM VISQUEEN
LIGHT DUTY CONCRETE PAVEMENT DOWEL JOINT (DJ)
SL82 MESH
40 COVER
125
PROVIDE AT 9.0m
x 9.0m MAXIMUM CENTRES
NTS.
DOWEL SOCKETS TO
MANUFACTURERS SPEC.
OR EQUAL
R16 GALVANISED DOWELS
(400 LONG) AT 300 CTS
10mm ABELFEX OR EQUIV.
200 UM VISQUEEN
LIGHT DUTY CONCRETE PAVEMENT EXPANSION JOINT (EJ)
N.T.
CUT EVERY SECOND
WIRE OF MESH
S
TOOL FINISH CONCRETE
BREAK SLAB FULL DEPTH
WHILE STILL "GREEN"
200 UM VISQUEEN
LIGHT DUTY CONCRETE PAVEMENT BOLSTER JOINT (BJ)
NTS.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: MB . PROJECT: DRAWING TITLE:
Drawn: NB Bran 101 py id va Ata Project ROADWORKS DETAILS
Date: May 2016 26 Memorial Aventis. Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B
/ PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Check - Tel (07) 475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No: 46497.48-RO4 | 1 of 1
ecked - ] ENGINEERING : DESIGN : MANAGEMENT E'ail: [email protected] © This plan Be Copprieht, Other @han for the purposes of and subject to the conditions prescribed under the
Comat Ack as Pov of my oxy frm O° aay Ieoas (ckctron, mechena, ro copying photos
DIRECTOR APPROVAL
Datum _AHD
Web: hitp:/www.alta.net.au
Rev | DATE DESCRIPTION BY
CHKD
RPEQ- 4784
A‘ SHEET SIZE
FILENAME : 26107-18-R04.dug -DATE: 28018. 12:46pm - XREFS: H-Approved-SH; H-Checked-SH
for CAPE BOUVARD DEVELOPMENTS
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
Council Ref:
be directed to ALTA Projects.
Page 5
Green Tape Solutions
Quality, Integrity, Experience
-
APPROVED PLANS
OPW18/0253
NOOSA COUNCIL
16 JANUARY 2019
-
Bushfire Information Kit for the
Covenant Area and Fuel Control
Area
Settler’s Cove Stage 4
Prepared for Settler’s Cove
Prepared by:
Green Tape Solutions
PO BOX 282
Morayfield Qld 4506
M: 0423 081 428
E: [email protected]
W: www.greentapesolutions.com.au
Client Manager: Kelly Matthews
Report Number: PR18082_BIK_Settlers Cove Stage 4
Green Tape Solutions / ABN 20 162 130 627
PO BOX 282, Morayfield, QLD, 4506/ www.greentapesolutions.com.au
Telephone: 07 5428 6372 / Email: [email protected]
Page 6
Green Tape Solutions
Quality, Integrity, Experience
DISCLAIMER
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Document Records - Quality
Revision Date Prepared by Reviewed by Approved by
(name/title) (name/ title) (name/title)
Kelly Matthews, Director
Version A 6/08/2018 Jasmine Vink, Ecologist Client
/ Principal Ecologist
Kelly Matthews, Director / Kelly Matthews, Director
Version B 25/09/2018 Client
Principal Ecologist / Principal Ecologist
Kelly Matthews, Director / Kelly Matthews, Director
Version C 3/10/2018 Client
Principal Ecologist / Principal Ecologist
Kelly Matthews, Director
Version D 12/12/2018 Jasmine Vink, Ecologist Client
/ Principal Ecologist
Table of Content
1. INTRODUCTION ..................................................................................................................... 3
2. BUSHFIRE MANAGEMENT REQUIREMENT ................................................................. 4
2.1 ASSET PROTECTION ZONES .......................................................................................4
2.1.1 Fuel control area ...................................................................................................................................................................... 4
2.1.2 POSCWP area .......................................................................................................................................................................... 5
2.2 REMOVAL OF RUBBISH ...............................................................................................6
2.3 W EED TREATMENT AND REMOVAL...............................................................................6
2.4 FENCING ..................................................................................................................6
2.5 MAINTENANCE OF FIRE SERVICES ...............................................................................6
2.6 PROPERTY MAINTENANCE ..........................................................................................7
3. PREPARATION AND EVACUATION MANAGEMENT PLAN .................................... 8
3.1 STEP BY STEP APPROACHES ......................................................................................8
3.2 EVACUATION .............................................................................................................8
4. IMPLEMENTATION PLAN ................................................................................................... 9
APPENDIX 1 FIRE-RETARDANT FLORA SPECIES SPECIES WITH FIRE RETARDANT CHARACTERISTIC FOR
FUEL CONTROL AREA (CONSISTENT WITH THE LANDSCAPE MASTER PLAN AND THE ERP) ........................ 11
TABLES
Table 1: Implementation plan for the bushfire within the covenant area ...............................................9
FIGURES
Figure 1: Covenant Area C and Fire Management Control Area (Extract from WMW, 2005) 3
Figure 2: Cross section of the covenant areas 4
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1. Introduction
The site is located at 12 - 14 Serenity Close, Settler’s Cove (Noosa Heads), Queensland (the site),
properly described as Lot 100 SP305332 (Previously Lots 7 and 8 on SP19587). The site contains high
density residential units and an area protected by a vegetation covenant (Referred as Covenants C and
D in Figure 1). Each covenant area is located between the development area on the site and the Noosa
Inlet. The covenant area has a steep slope down to the Noosa Inlet and is vegetated with a forest type
formation which is a low potential bushfire hazard. This Bushfire Information Kit (BIK) was prepared to
meet Condition 29 of the development approval (MCU16/0143.01) for Settler’s Cove, Stage 4 which
requires:
‘’to provides a clear and practical instructions regarding the bushfire management
requirements of the covenant area. These instructions are to be in plain English, logical format,
provide concise direction for the management of the covenant area in accordance with the
approved Bushfire Management Plan.’’
The BIK was prepared in accordance with:
• The approved Fire Management Plan for Settler’s Cove (the FMP) (WMB, 2005);
• The approved Ecological Restoration Plan (ERP) (C&B Group, 2005);
• The Landscape Master Plan (LandGraphics Landscape Architects, 2005);
• The approved Fauna Management Plan (C&B Group, 2005); and
• Recently prepared Fauna Management Plan for Stage 4 (Green Tape Solutions, 2018);
The Covenant Area shall be protected and maintained as per Council’s approval and in accordance with
the terms of the terms of the covenant and the management. A summary of the main management
requirement is provided below. The covenant area shall be:
• “Managed to protect and reinforce its environmental values including its Koala habitat and corridor
values, Glossy Black Cockatoo habitat values, scenic amenity values and water quality protection
function.
• Managed and maintained in accordance with the approved EMP, Fauna Management Plan, FMP
and ERP.
• Separated from the adjacent development by a 1.2m high fence. The fence shall be fauna-friendly
but shall deter unauthorised people from entering the area.
• Maintained by authorised people only permitted in this area as appointed by the Covenantor. The
Covenantor is responsible for the management and the protection of the Covenant Area.
• Protected from infrastructure, tracks, drainage, water control devices and the like or other
development.
• Protected so that native trees and vegetation are not removed, pruned, lopped, damaged or
otherwise adversely affected without written approval from Council.
• Restored and managed in accordance with the ERP.”
Covenant C
Covenant D
Figure 1: Covenant Area C and Fire Management Control Area (Extract
from WMW, 2005)
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2. Bushfire Management Requirement
This section should be read in conjunction with the approved FMP (WMB, 2005), the Fauna
Management Plan (C&B Group, 2005), Landscape Master Plan (LandGraphics Landscape Architects,
2005) and the ERP (C&B Group, 2005).
2.1 Asset Protection Zones
All vegetation removal must be in accordance with Council approval in covenant areas. The covenants
C and D are composed of the following zones (Figure 2):
• Fuel control area
• Private Open Space for Conservation and Waterways Protection (POSCWP) Area (composed
of sclerophyll vegetation and littoral rainforest/non-flammable vegetation)
Figure 2: Cross section of the covenant areas (Extract from WMW, 2005)
2.1.1 Fuel control area
A fuel control area of 3m in width is created adjacent to the covenant area, paths and building
envelopes. An additional fuel control area of 2.5m will be located within the covenant area (as illustrated
in Figure 2). These areas will be planted with fire retardant species. Fire-retardant species are flora
species that have the ability or tendency to slow up or halt the spread of fire. Within the fuel control area,
this species must be maintained at a height of no more than 30 cm (ground-cover species). Horizontally
growing plants are preferred to eliminate the need for intensive maintenance. A list of suitable ground-
cover species is provided in Appendix 1.
No flammable features or structures are permitted in this area. This includes barbeques, fire wood,
unmaintained grass and vegetation and hazardous substances.
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Fire retardant features accepted within the fuel control area include paved pathways, swimming pools,
mowed grass, fire-retardant vegetation (refer to Appendix 1). Any features will need to ensure that
access to the hydrant and tap is available.
A hose reel is to be permanently fitted to the hydrant.
Fuel reduction must occur in the building fuel control area, at least fortnightly, during the fire danger
season, i.e. September to March.
Fuel load monitoring of this area is to be undertaken annually before the end of June. A bushfire
management specialist will be engaged to perform fuel load monitoring in the fuel control area and the
covenant area and will consider the fuel reduction performance objectives outlined in this section when
identifying annual fuel reduction works.
Within two weeks of completing the fuel load monitoring, the bushfire management specialist will provide
a brief report which presents the results of the fuel load monitoring and identifies weeds and fuel
reduction works.
The fuel reduction performance objectives within the fuel control area are:
• treatment of weeds;
• surface fuel layer is < 10 – 25 mm deep across 60 – 80% of the area;
• Lawn maintained to < 100 mm in height;
• Groundcover plants (including plantings) in the near-surface fuel layer are maintained to remove
dead leaves and trimmed to a maximum of 30 cm in height;
• No forest litter from the covenant area in gardens; and
• Fire retardant vegetation height below 30 cm.
The fuel reduction performance objectives will be achieved by:
• Visually monitoring lawn and garden areas;
• Mowing lawn to ensure lawn height is maintained; and
• Collecting and removing dead leaves, branches and forest litter from gardens by hand or with a
garden blower/vacuum.
2.1.2 POSCWP area
This section applies to fuel reduction in the remainder of the covenant area, which extends from the
covenant fuel control area to the Noosa Inlet. It consists of a mixture of sclerophyll vegetation and littoral
rainforest adjacent to intertidal vegetation fringing the Noosa Inlet.
The building is setback from the covenant area boundary by 25-40 metres. There is a 10m to 30m width
of sclerophyll forest to the west of the proposed development area that will present some fire threat but
this threat is low as it is mitigated by the presence of littoral rainforest species (e.g. swamp mahogany,
heathland and predominantly moist ground conditions).
This area is to be managed to protect and reinforce its environmental values including its Koala habitat
and corridor values, Glossy Black Cockatoo habitat values, scenic amenity values and water quality
protection function. All known Koala habitat and Glossy Black Cockatoo trees shall be protected unless
specific approval is provided by Council. All native trees and vegetation must not be removed, pruned,
lopped, damaged or otherwise adversely affected without written approval from Council’s Manager –
Environmental Services.
Control burning is not an appropriate means of fire fuel reduction in the narrow areas of restored
bushland adjacent to residential areas. Therefore, fuel reduction in these areas will continue to be
undertaken by hand. The fire fuel load shall not exceed 10 tonnes/ha.
The presence and location of weed species in the covenant area will also be recorded and the weed
are to be controlled as per identified in the ERP (C&B Group, 2005).
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Additional planting within the fuel control areas must be fire retardant plants. A list of suitable species is
provided in Appendix 1 and comprises primarily low growing plants that will limit the development of a
vertical fuel load.
As per the ERP (C&B Group, 2005), the following specific task are to be undertaken within the
POSCWP:
• Manual removal of fuel load (Dead wood) and excessive leaf litter adjacent (5-10m) to the
development boundary;
• Undertake weed control / removal to avoid disturbance where possible in steep area (identified by
the restoration ecologist);
• Weed removal/control to recreate natural environment and allow light penetration;
• Placement of mulch in steep areas; and,
• Use of watering systems that enhance fire protection.
Manual fuel reduction in the covenant area must be completed annually and prior to the onset of the
annual fire danger season, i.e. before September. The bushfire management specialist will advise the
best way to treat the surface and near-surface layers to achieve a forest fuel load of < 10 t/ha in their
annual fuel reduction report following a site assessment. As mentioned earlier, site --specific events will
influence the treatment required, e.g. fallen trees, proliferation of weed species, nest building by brush-
turkeys, surface water runoff, etc.
The fuel reduction performance objectives within the covenant area are:
• treatment of weed species; and
• combined surface and near surface fuel load are < 10 t/ha.
The fuel reduction performance objectives will be achieved by:
• treatment of weeds in accordance with ERP (C&B Group, 2005); and
• undertaking fuel reduction works in accordance with the bushfire management specialist’s annual
fuel reduction report.
2.2 Removal of rubbish
Rubbish is to be collected during fuel reduction works and is to be disposed of at an off-site facility. The
covenant area must be free off rubbish at all time.
2.3 Weed Treatment and Removal
Weed treatment and removal is to coincide with manual fuel reduction works. Care is to be taken to
avoid soil disturbance on steep areas. Refer the ERP for further information about the weed
management within the covenant. The covenant area must be controlled for weeds at all time.
2.4 Fencing
A 1.2m high fence is to be installed to deter unauthorised people from entering the area except for the
proposed pathway access /boardwalk. The fence is to be fauna-friendly and have a lockable gate
accessible to authorised personnel only.
2.5 Maintenance of Fire Services
The property will be fitted with internal and external fire services. Relevant to the bushfire management,
a external fire hydrant is located on the edge of the covenant area as shown on Figure 1.
Maintenance of fire services such as hydrants, hose reels and taps, is to be performed in accordance
with the Australian Standard for Fire Maintenance Services (AS 1851-2012). A fire services specialist
must be engaged to provide advice and services in this regard. Once the fire services specialist has
been engaged they will be requested by the Body Corporate to provide a schedule of maintenance
activities required to comply with AS 1851-2012.
A pedestrian access path is provided to the buildings and the hydrants at the interface of the POSCWP
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and along the fuel control area. This path provides access also for Queensland Fire and Rescue Service
(QF&RS) turnout crews. Path must be signposted so that each building is easily identified by QF&RS
turnout crews and correspond to the information recorded at the Fire Indicator Panel.
In addition to the signposting, the management of all buildings will have, as part of their Evacuation
Management Plan, procedures for meeting the QF&RS turnout crews and escorting them to the alarm
origin.
2.6 Property Maintenance
To avoid any adverse impacts on the management of the covenant area, the Body Corporate must also
ensure the on-site manager performs property maintenance prior to the onset of the annual fire danger
season, i.e. before September.
Property maintenance is to include:
• removal of material such as leaf litter from the roof and gutters;
• ensure painted surfaces are in good condition with decaying timbers being given attention to prevent
the lodging of embers within gaps;
• check footpaths are in good condition with gardens not being too close and forming a potential
obstacle;
• check roof line for dislodged roofing material;
• check screens on windows and doors are in good condition without breaks or holes in fly screen
material and frames are well fitting into sills and window frames;
• doors are fitted with draft seals and are well maintained;
• door mats are of non-combustible material or are in areas of low potential exposure to embers; and
• hazardous materials, e.g. barbecue gas bottles, are stored in a position shielded from bushfire
hazard;
• Maintenance of access gates to fire break, and,
• Maintain taps, hoses and reels.
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3. Preparation and Evacuation Management Plan
Should there be a fire outbreak, there are a number of critical points to be aware of. Only those
who are capable of working quickly before, during and after a fire front has passed should stay
behind to effect protection measures.
3.1 Step by Step approaches
1. Before you can confront an oncoming bushfire, it is important that you protect yourself from
radiant heat. This can be assisted by wearing:
• Cotton overalls or thicker long-sleeved shirt and long pants of cotton or wool clothes
which are loose fitting;
• A strong pair of shoes or boots with woollen or cotton socks;
• Gloves, (canvas not plastic);
• Goggles, if the smoke is thick;
• A "bandana' or large handkerchief to protect the airways from smoke and hot air;
• A wide-brimmed hat or hard hat if one is available; but
• Leave your ears uncovered - they warn you of heat levels; and
• Ensure you have a well -stocked first aid kit.
• DO NOT WEAR SYNTHETICS - wear wool, cotton or denim.
2. Keep children, the elderly and pets inside the house;
3. Give them plenty of water to drink; and
4. Make sure you keep track of their movements.
5. Close windows and doors and any shutters and fit any screens;
6. Wet down wood piles and area of garden mulch.
When the bushfire is close:
1. Remain outside as long as possible patrolling the area for spot fires;
2. Suppress any spot fires which start close to the building or in the guttering;
3. Take refuge when the smoke starts to thicken;
4. Take your hoses and fittings inside when you move inside; and
5. Activate any sprinkler system.
6. Remain calm and keep other occupants calm.
WHAT NOT TO DO
• Do not expose yourself to prolonged radiant heat;
• Do not try to fight a fire front directly without adequate equipment and personnel;
• Do not go outside while the fire front is passing (wait until it passes);
• Avoid heavy smoke and don't drive in smoke; and
• Do not run into unburnt area as burnt areas are safer.
3.2 Evacuation
The decision to evacuate or stay in the event of a major bushfire is one that should be considered
well before a bushfire event. Early evacuation is a serious consideration where:
• You are not confident that your building is prepared to withstand a bushfire;
• You are worried about your children or elderly members;
• You suspect that you or members of the household will be unable to cope with the stress
of staying;
• It is safe to leave and you have a clear idea of where a safe refuge is to be found; and
• You know the destination to be safe.
Note: you must evacuate if directed to do so by the Police. Police undertake evacuations with
the advice of fire authorities.
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4. Implementation Plan
The developer/owner is responsible for fire management up until titles are issued. Thereafter,
the Bodies Corporate will be responsible for on-going fire management within the covenant area.
Table 1 provides a summary of the responsibilities for the implementation of the bushfire
management plan with the covenant area.
Table 1: Implementation plan for the bushfire within the covenant area
Action Responsibility Timing/ Performance objectives Reference
required /who to contact frequency
Fuel Body Corporate At least Building fuel control area: Section
reduction in and on-site fortnightly from • treatment of weeds; 2.1.1 Fuel
the fuel manager September and • surface fuel layer is < 10 – 25 mm control area
control area March deep across 60 – 80% of the area;
• Lawn maintained to < 100 mm in
height;
• groundcover plants (including
plantings) in the near-surface fuel
layer are maintained to remove
dead leaves and trimmed to a
maximum of 30 cm in height;
• No forest litter from the covenant
area in gardens; and
• Lawn maintained to < 100 mm in
height;
• Fire retardant vegetation trimmed
to 30cm in height; and
• Gardens are maintained to
remove dead leaves and
branches and forest litter from the
covenant area.
Fuel Body Corporate Annually prior to Covenant fuel control area: Section
reduction in and vegetation the start of • All native trees and vegetation 2.1.2 –
the management September must not be removed, pruned, POSCWP
POSCWP contractor lopped, damaged or otherwise
adversely affected without written
approval from Council’s Manager
– Environmental Services
• weed species are treated;
• surface fuel layer is < 10-25 mm
deep across 60-80% of the area;
• groundcover plants (including
plantings) in the near-surface fuel
layer are maintained to remove
dead leaves and are trimmed to a
maximum of 30cm high;
• elevated fuel layer covers < 20%
of the area; and
• no dead trees or dead branches in
canopy trees.
Covenant area:
• weed species are treated; and
• combined surface and near
surface forest fuel load of < 10
t/ha.
Monitor fuel Body Corporate Annually prior to Report from bushfire management Section 2.1
load and and bushfire June specialist that identifies fuel loads and
weeds in management actions required to achieve fuel
the specialist control objectives.
covenant
area
Remove Body Corporate Annually prior to No rubbish in the covenant fuel Section 2.2
rubbish and vegetation the start of control area and covenant area at all Rubbish
from the management September/durin time. removal
covenant contractor g fuel control
area works
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Action Responsibility Timing/ Performance objectives Reference
required /who to contact frequency
Manage Body Corporate Annually prior to No proliferation of weed species. Section 2.3
weeds in and vegetation the start of Weed must be controlled in the Weed
the management September/durin covenant at all time. treatment/re
covenant contractor g fuel control moval
area works
Maintain Body Corporate Timing/ Compliance with AS 1851-2012. Section 2.5
internal and and fire services frequency is to Maintenanc
external fire specialist be in e of fire
services accordance with services
AS 1851-2012
Maintain Body Corporate At all times Pedestrian access path is clear of
pedestrian and on-site obstacles.
access path manager Signposting of the path is prominent
to the fire to QFES.
hydrant on
the edge of
the
covenant
area and
signposting
Review and Body Corporate Timing/ Compliance with AS 3745-2010.
maintain frequency is to
the be in
evacuation accordance with
manageme AS 3745-2010
nt plan
Prepare the Body Corporate, Annually prior to Check and/or complete the property Section 2.6
building for on-site manager the start of maintenance tasks in Section 3.8. Property
the fire and residents September Barbecue gas bottles are not directly maintenanc
danger exposed to bushfire hazard in the e
season covenant area.
Advise Body Corporate As new Residents have been
residents to and residents residents advised/reminded to follow this BIK.
review and arrive/annual
adhere to review prior to
this BIK September
References
C&B Consultants Pty Ltd (C&B Group) 2005, Ecological Restoration Plan & Specifications –
Settler’s Cove, Noosa Heads, Report to Settler’s Cove Development Pty Ltd
C&B Consultants Pty Ltd (C&B Group) 2005, Fauna Management Plan, Settler’s Cove, Noosa
Heads, Report to Settler’s Cove Development Pty Ltd
Green Tape Solutions, 2018, Fauna Management Plan for Stage 4, Report to Settler’s Cove
Development Pty Ltd
LandGraphics Landscape Architects, 2005, The Landscape Master Plan, Settler’s Cove, Noosa
Heads, Report to Settler’s Cove Development Pty Ltd
Standards Australia Limited (Standards Australia) 2009, Australian Standard 3959-2009
Construction of buildings in bushfire prone areas, Incorporating amendments 1, 2 and
3, 10 March 2009
WBM Oceanics Australia (WBM) 2005, Fire Management Plan Settler’s Cove, prepared for
Settler’s Cove Development Pty Ltd, 21 July 2005
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Appendix 1
Fire-retardant Flora Species
Species with fire retardant characteristic for fuel control area (consistent
with the Landscape Master Plan and the ERP)
Ground-cover species (Species for Fuel Control and POSCWP areas)
Alpinia caerulea Native ginger Hibbertia scandens Guinea flower
Austromyrtus dulcis Midyim Hibbertia vestita Hibbertia
Cordyline rubra Palm lily Hybanthus stellarioides Spade flower
Crinum pedunculatum Spider lily Laxmannia gracilis Slender wire lily
Cymbopogon refractus Lemongrass Lobelia purpurascens White root
Cyperus polystachyos Bunchy sedge Lomandra confertifolia Cushion mat rush
Dianella caerulea Parro lily Lomandra longifolia Long leaf mat rush
Dianella longifolia v. Many flower mat
Smooth flax lily Lomandra multiflora
longifolia rush
Dianella revoluta Flax lily Panicum effusum Hairy panic
Euroschinus falcata Pink poplar Pielea linifolia Rice flower
Geitonoplesium cymosum Scrambling lily Rhodamnia acuminata Cooloola ironwood
Goodenia rotundifolia Star goodenia Scaevola calendulacea Scented wire lily
Xanthorrhoea
Hardenbergia violacea False sasparilla -
macronema
Hibbertia obtusifolia Dilleniaceae
Canopy Species (Species for POSCWP area only)
Broad-leaved lilly
Acmena hemilampra Glochidion ferdinandi Cheese tree
pilly
Acmena smithii Lilly pilly Liviston australis Cabbage tree palm
Alphitonia excelsa Red ash Macaranga tanarius Nasturtium tree
Cupaniopsis anacardioides Tuckeroo Polyscias elegans Celerywood
Elaeocarpus Eumundi Quandong Syzygium austral Scrub cherry
Elaeocarpus obovatus Hard quandong Syzygium luehmanii Small leaf lilly pilly
Umbrella cheese
Glochidion sumartranum Syzygium oleosum Blue lilly pilly
tree
Shrub species (Species for POSCWP area only)
Pilidiostigma
Acronychia imperforata Fraser Island apple Small plum myrtle
rhytispermum
Acacia suaveolens Sweet wattle Pittosporum revolutum Yellow pittosporum
Austromyrtus dulcis Midyim Ricinocarpos pinifolius Wedding bush
Elaeocarpus reticulatus Blue berry ash
PR18082_BIK_Settlers Cove Stage 4 11
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