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Approved Plans - MCU21-0133 & OPW21-0220
Plans and drawings
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Log in to see the plans as drawn REAL PROPERTY DESCRIPTION
GENERAL Lot: 239 On: RP48111
NEIGHBOURING BUILDING
Do not scale from these drawings, figured dimensions take Lot / Site Area (m²): 506 m²
precedence at all times - when in doubt consult the designer prior to Local Government: NOOSA SHIRE COUNCIL
commencing construction. It is the builders responsibility to: NEIGHBOURING BUILDING
STATUTORY INFORMATION:
• Verify all dimensions and levels on site. Building Classification: 1a
• Ensure all boundary setbacks are strictly adhered to. Storeys: 2
• Verify location and levels of all services on site. Climate Zone: 2
• Verify that floors and finished levels enable connection to
Wind Category: N3
required services on site.
• Real property information to be confirmed by licensed surveyor
prior to construction.
Common Property
• Bearings have been corrected by modelling software to read in GTP591
•
a clockwise direction. This may cause discrepancies of 180 deg
from original survey information.
Site levels, driveway design & site works to detail by others. N
These drawings have been prepared for building permit application
only. It is the builder's / proprietor's responsibility to further interpret
the design and drawings to detail the project for construction.
TERMITES
Protection against subterranean termites to be in accordance with
A.S. 3660 Part 1. (protection of buildings from subterranean
termites). Protection against subterranean termites to apply to all
EMT A Lot 117
"primary building elements". The builder is to provide physical HYDRANT LOCATION RP176140 RP88934
barriers to
the entry by subterranean termites by construction of all slabs & BA SA SB
timber floor framing in accordance with A.S. 2870.1 (Residential 6000 21500 6004 BB
footing and slab construction). and A.S. 3600 (Concrete structures
code). In addition all slab penetrations
are to be protected using stainless steel mesh. (Termimesh or
RL 36.140 m B2
48°29' 33.504m
equivalent fitted to manuf. spec.). External perimeter barrier to be B2
installed by excavation trenches, treating the exposed RL 30.240 m
1500
trench and backfilling the trench with treated material and protecting
the trench with a 50mm thick concrete cover strip x 300mm wide
measured from the external wall of the building. 2 durable notices
shall be installed in prominent locations stating method of protection, S2
date of installation, life expectancy and scope and duration of future
S2
BOTTLEBRUSH AVE
inspections.
Regular inspections of the building are to be carried out to ensure the
barrier has not been bridged by termites. Inspections are to be
carried out as per notices. DRIVEWAY DRIVEWAY
CROSS OVER TO COUNCIL
NOTES REQUIREMENTS. REFER TO CIVIL ENG
DRAWINGS
All plumbing fixtures and installations including pressure
NEIGHBOURING POOL
limiting devices, hot water systems and dual flush toilet
suites to be WELS rated in accordance with AS/NZ 6400 -
2005 & AS 3500, and incompliance with Part 4.1 of the NUMBER 9
FRONT PROPERTY BOUNDARY
Queensland Development Code (QDC).
LOT 147
138°28'
CONCRETE
All wet areas are to be waterproofed in accordance with PEDESTRIAN PATH
GARDEN BED
GARDEN BED
Clause 3.8.1, Vol 2 of NCC.
LANDSCAPE
LANDSCAPE
ITEM 16 - ADDITIONAL RP88934
15091
CARPARKING SPACE
All glazing is to be installed in accordance with Clause
LAWN
15.091m
3.6, Vol 2 of the NCC.
REFER TO CIVIL
Stairways are to be installed in accordance with Clause RL: 28.91m DRAWINGS
3.9.1, Vol 2 of the NCC.
STRET PARKING
ADDITIONAL ON
318°28'
Handrails and balustrades are to be installed to comply
(VISITOR)
with Clause 3.9.2, Vol 2 of the NCC.
LANDSCAPE
Masonry to comply with AS 3700. GARDEN BED
External fixtures & fittings to be non-combustible & hot dip
galvanised or of corrision resitant material.
15.091m
Confirm all dimensions and design information on site
prior to commencement of work. RL: 29.01m
Lot 118
DATUM POINT RP88934
STORW AT ER BIN ENCLOSURE
SCREW IN KERB S1 S1
Surface water drainage must be prevented from
RL:29.05m
1500
entering the building with fgl sloping 50mm over the first 1m
RL 36.200 m
away from the building & the finished slab height at a minimum
FFL 150mm above FGL or minimum 100mm above FGL in
sandy, well drained areas of low rainfall intensity (Q20
125mm), or 50mm above impermeable paved or concreted B1 RL 30.521 m 228°29' 33.504m B1
areas all in accordance with BCA Vol 2 P3.1.2.3
SA
DRIVEW AY 2HR PARKING SIGN SB
BA BB
• 3m minimum width (AS 2890:2004 Amdt1, S2.6.1) WATER METERS EXISTING GUM TREE
• Maximum 1 in 4 (25%) gradient (AS 2890:2004 Amdt1, NEIGHBOURING BUILDING
S2.6.2)
Changes in grade for straight driveways to prevent
Lot 119
vehicle scraping driveway require grade transitions RP88934
of 2m in length when:
• Summit changes in grade is over 1 in 8 (12.5%)
• Sag changes in grade is over 1 in 6.7 (15%)
(AS 2890:2004 Amdt1, S2.5.3(d)
Common Property
SP197112
Builder is to follow the best practice
guidelines for controlling stormwater
pollution from building sites by local council
The builder is responsible to check all existing
services prior to beginning construction
Project Address Client Name Drawing Title -
9 BOTTLEBRUSH AVE APPRROVED PLAN Project Number Sheet Number
NOVATO GROUP MCU21/0133 & OPW21/0220
PROPOSED SITE PLAN
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
NOOSA COUNCIL
5 NOVEMBER 2021
-
21007 A.003
W | www.zestbuildingdesign.com.au
B INFO REQUEST 24/09/2021
0 1m 2m 3m 4m 5m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:100 DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
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Full text of pages 2 to 12 (of 13)
Page 2
BA SA
NEW FEATURE TREE. REFER
SB BB
TO LANDCAPING PLAN 6004 21500
N
2 6000
B2 TOW. 31.500 m A.201
B2
48°29' 33.504m
190 1000
LINE OF LEVEL 1 OVER
1500
BOTTLEBRUSH AVE
S2 S2
ALLOW CARPARK 7 SPACE TO MANOEUVRE
PANEL LIFT GARAGE DOOR
ITEM 2 - CARPARKING WALL MOVED TO
DRIVEWAY -
REFER TO CIVIL DRAWINGS FOR DRIVEWAY APPRROVED PLAN
4300
DRIVEWAY GRADES RL 30.150 m RL 30.500 m
1:17.1
MCU21/0133 & OPW21/0220
1:5.5
BASEMENT NOOSA COUNCIL
6610
6000 6030 HONED CONCRETE FINISH
ITEM 14 - DRIVE GRADES HAVE BEEN TOW. 31.500 m FFL. 30.500 m
5 NOVEMBER 2021
ADJUSTED TO SUIT NEW BASEMENT LEVEL -
ITEM 14 - BUILDING LEVELS HAS
6022 BEEN DROPPED TO MEET THE
138°28'
LIFT ENTRY LIFT ENTRY BASEMENT PROTRUSION
LIFT
UP
318°28'
RL 29.920 m RL 30.500 m
12092
CHANGE FROM VISITOR 1
15.091m
PARK TO OWNERS PARK 2 3 4 5 6 7
A.201
15.091m
1
TOW. 30.900 m
DEEP PLANTING TO
6600
FRONT. REFER TO
LANDSCAPING PLAN
FIRE STAIRS
EXISTING GUM
TREE TO REMAIN
TOW. 31.700 m BINS
S1 S1
STORE 1 STORE 2 STORE 3 STORE 4 STORE 5 STORE 6
1500
190
BASEMENT LEVEL
510
502
10x 240L WHEELIE BINS 228°29' 33.504m
B1 B1
Scale 1 : 100 190 3700 190 2600 190 3000 2500 2500 2500 2500 3300 190 3431
TOW. 31.700 m
BA SA ITEM 5 - STORMWATER (OVERLAND FLOWS) SB BB
BLOCK WALL MOVED OFF BOUNDARY WALL 6001
1500
2000
GLASS BALUSTRADING
HEKA HOOD & FIN
PRIVATE BALCONY
MEDIA PTY REF
KITCHEN
SHR KITCHEN
RAISED PLANTER BED 2 PTY
ALFRESCO O/S
BATH
REF
6004
UNIT 1
MEDIA
LOBBY ROBE
LIFT FFL. 33.750 m
OUTDOOR KITCHEN LIN WM DR SERVICE VOID LIN WM DR
COURTYARD
GRASS
1 ITEM 9 - REDUCTION OF GFA SPACE
A.201 UNIT 2
DISPLAY
BED 1 ROBE ROBE
ENS BATH
RETAINING WALL
RETAINING WALL
OUTDOOR KITCHEN
ROBE BED 1 BED 2
SHR SHR ALFRESCO
ENS SHR FIRE STAIRS
RAISED PLANTER
3085
LEVEL 1 PRIVATE BALCONY PRIVATE BALCONY
2567
2377
2277
1500
GLASS BALUSTRADING BLOCK WALL
Scale 1 : 100
2 2380 190 1220 190 2021
A.201
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
BASEMENT LEVEL & LEVEL 1
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
21007 A.100
W | www.zestbuildingdesign.com.au
B INFO REQUEST 24/09/2021
0 1m 2m 3m 4m 5m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:100 DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 3
BA SA SB BB
6004 21500 6000
B2 B2
1500
1500
2000
2000
2755
S2 HEKA HOOD & FIN S2
GLASS BALUSTRADING
MEDIA PTY BALCONY REF
KITCHEN
9513
SHR KITCHEN
PTY
ALFRESCO BED 2 O/S
RAISED PLANTER
REF
BATH
6004
MEDIA
LOBBY UNIT 3 ROBE
LIFT FFL. 37.000 m
OUTDOOR KITCHEN LIN WM DR SERVICE VOID LIN WM DR
12092
ITEM 9 - REDUCTION OF GFA SPACE
UNIT 4
DISPLAY
BED 1 ROBE ROBE
7113
ENS BATH
OUTDOOR KITCHEN
ROBE BED 1 BED 2
SHR SHR ALFRESCO
ENS SHR
RAISED PLANTER
BALCONY
S1 GLASS BALUSTRADING S1
2377
2567
2377
LEVEL 2
1500
2017
3085
1500
Scale 1 : 100 B1 B1
BA SA SB BB
11201
2500
7611
OPERABLE FIN SCREENING OPERABLE FIN SCREENING
OUTDOOR KITCHEN REF P
KITCHEN
ALFRESCO TERRACE GLASS BALUSTRADING
LIVING
GLASS BALUSTRADING MEDIA SCREENING
DRY WM
LOBBY
ROBE
LIFT FFL. 40.250 m
DINING GLASS BALUSTRADING
BED 2 PRIVATE
10603 BALC
9901
BATH
SCREENING 6001
SHR
ROOF TO LEVEL BELOW
9403 PRIVATE
BALC GLASS BALUSTRADING
BED 3 ENS BED 1
ROBE
ROBE
SHR
LINE OF ROOF OVER
SPA
-
LINE OF ROOF OVER
APPRROVED PLAN
MCU21/0133 & OPW21/0220
GLASS BALUSTRADING
NOOSA COUNCIL
2567
3017
LEVEL 3 5 NOVEMBER 2021
-
Scale 1 : 100
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
LEVEL 2 & LEVEL 3
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
21007 A.102
W | www.zestbuildingdesign.com.au
B INFO REQUEST 24/09/2021
0 0.5m 1m 2m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:50 DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 4
SITE COVERAGE AREA
LEVEL 3
ITEM 9 - REDUCTION OF
INTERNAL GFA SPACE FOR
PODIUM
LEVEL
228m²
152m² EXTERNAL WALL AREA
LEVEL 3 - ROOF LINE SHOWN DASHED
UNCOVERED OUTDOOR AREA - LEVEL 1
Plan
LEVEL 1 - GFA 1 : 150
152 ITEM 10 & 11 - SITE COVERAGE CLARIFICATION
Plan
SITE COVER PLAN 1 : 150
RAISED PLANTERS
148m² X2 LEVEL (L1 & L2)
16m²
ON GROUND PLANTING
165m²
ITEM 9 - REDUCTION OF
INTERNAL GFA SPACE FOR
EXTERNAL WALL AREA
Plan
LEVEL 2 - GFA 1 : 152
150
Plan
LANDSCAPE COVER PLAN 1 : 150
78m²
-
APPRROVED PLAN
MCU21/0133 & OPW21/0220
NOOSA COUNCIL
5 NOVEMBER 2021
-
Plan
LEVEL 3 - GFA 150
1 : 152
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
DEVELOPMENT SUMMARY
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
21007 A.103
W | www.zestbuildingdesign.com.au
B INFO REQUEST 24/09/2021
0 0.5m 1m 2m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:50 DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 5
B2 S2 S1 B1 TIMBER BATTEN CLADDING
FFL. 43.735 m
12m HEIGHT RL 43.735 m "VERTICAL"
TIMBER BATTEN CLADDING "VERTICAL" PRIVACY FIN SCREENING LINEA WEATHERBOARD LINE
BB SB PAINTED "LEXICON HALF" 2.0° SA BA
RL 43.159 m
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LEVEL 3 CEILING LEVEL 3 CEILING
RL 42.950 m RL 42.950 m
GLASS BALUSTRADING
RL 40.250 m
RL 40.250 m
GLASS BALUSTRADING HEKA HOOD AND FIN "BLACK"
LEVEL 3 LEVEL 3
RL 40.250 m RL 40.250 m
LEVEL 2 - CEILING LEVEL 2 - CEILING
RL 40.000 m RL 40.000 m
BLOCK WALL RENDERED &
PAINTED "LEXICON HALF"
PLANTERS
LEVEL 2 LEVEL 2
RL 37.000 m RL 37.000 m
LEVEL 1 - CEILING SCYON AXON 133mm LEVEL 1 - CEILING
RL 36.750 m CLADDING "MONUMENT" RL 36.750 m
PROPOSED PLANTER
SIGNIFICANT TREE TO SCYON AXON 133mm
FRONT FACADE. REFER CLADDING "MONUMENT"
TO LANDSCAPING PLAN
LEVEL 1 LEVEL 1
RL 33.750 m RL 33.750 m
RL 33.500 m
BASEMENT CEILING RENDERED FEATURE WALL BASEMENT CEILING
1800mm HIGH TIMBER
RL 33.500 m PAINTED "LEXICON HALF" RL 33.500 m
PAILING FENCE. NGL
EXISTING GUM TREE SCYON AXON 133mm
ITEM 14 - CLARIFICATION OF RL 32.522 m
RL 30.900 m CLADDING "MONUMENT" BASEMENT HEIGHT ABOVE NGL
BASEMENT LEVEL BASEMENT LEVEL
RL 30.500 m STREET NUMBER RL 30.500 m
DRIVEWAY
2 Elevation ITEM 14 - BUILDING LEVELS HAS
1 : 100 BEEN DROPPED TO MEET THE
WEST ELEVATION BASEMENT PROTRUSION
PEDESTRIAN ENTRANCE STAIRCASE LOW HEIGHT BLOCK RETAINING
WALL / LANDSCAPING
1 Elevation BUILDING SIGNAGE BA SA TIMBER BATTEN 12m HE
IGHT L
INE
SELECTED TRIMDEK ROOF SB BB
SOUTH ELEVATION 1 : 100 CLADDING "VERTICAL"
TIMBER BATTEN CLADDING
PROPERTY BOUNDARY
PROPERTY BOUNDARY
RL 43.735 m
"VERTICAL" RL 43.159 m
LEVEL 3 CEILING
RL 42.950 m
GLASS BALUSTRADING
B1 S1 SELECTED TRIMDEK SCYON LINEA
S2 B2
SCYON LINEA
ROOF WEATHERBOARD CLADDING WEATHERBOARD CLADDING
"LEXICON HALF" "LEXICON HALF"
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LEVEL 3 CEILING LEVEL 3
RL 42.950 m RL 40.250 m
LEVEL 2 - CEILING
RL 40.000 m
GLASS GLASS BALUSTRADING
BALUSTRADING
LEVEL 3
RL 40.250 m
LEVEL 2
RL 37.000 m
LEVEL 2 - CEILING
RL 40.000 m
LEVEL 1 - CEILING
PLANTERS RL 36.750 m
SCYON LINEA
SCYON AXON 133mm NGL
WEATHERBOARD CLADDING
"LEXICON HALF" CLADDING "MONUMENT"
LEVEL 2 EXISTING GUM TREE
RL 37.000 m
LEVEL 1
RL 33.750 m
LEVEL 1 - CEILING
RL 36.750 m RL 31.950 m RL 33.500 m BASEMENT CEILING
NGL RL 33.500 m
RENDERED BLOCK
WALL PAINTED RL 32.500 m
"LEXICON HALF"
ITEM 14 - CLARIFICATION OF BLOCK WALL - RENDERED PAINTED
LEVEL 1 BASEMENT HEIGHT ABOVE NGL "LEXICON HALF "
RL 33.750 m
BASEMENT LEVEL
RL 30.790 m RL 30.500 m
BIN ENCLOSURE
BEHIND BLOCK WALL
3 Elevation 4 Elevation
NORTH ELEVATION 1 : 100 EAST ELEVATION 1 : 100
ITEM 15 - CLARIFICATION OF BIN ENCLOSURE
WALL (1.17m AT HIGHEST POINT)
-
APPRROVED PLAN
Project Address Client Name Drawing Title MCU21/0133 & OPW21/0220
9 BOTTLEBRUSH AVE NOVATO GROUP NOOSA COUNCIL Project Number Sheet Number
ELEVATIONS 5 NOVEMBER 2021
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
-
21007 A.200
W | www.zestbuildingdesign.com.au
B INFO REQUEST 24/09/2021
0 0.5m 1m 2m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:50 DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 6
-
it
BA SA
Hight Lim SB BB APPRROVED PLAN
12M
MCU21/0133 & OPW21/0220
NOOSA COUNCIL
LEVEL 3 CEILING 5 NOVEMBER 2021
RL 42.950 m
-
FIRE STAIRS
UNIT 5
LEVEL 3
RL 40.250 m
LEVEL 2 - CEILING
RL 40.000 m
FIRE STAIRS
U-3 UNIT 3
LEVEL 2
RL 37.000 m
RL 35.275 m RL 35.528 m
LEVEL 1 - CEILING
RL 36.750 m
NGL
FIRE STAIRS
U-1 UNIT 1
LEVEL 1
RL 33.750 m
FIRE STAIRS BASEMENT
1 Section
A.100 SECTION A 1 : 100
B1 S1 S2 B2
12M Hight Limit
LEVEL 3 CEILING
RL 42.950 m
UNIT 5 ALFRESCO
LEVEL 3
RL 40.250 m
LEVEL 2 - CEILING
RL 40.000 m
U-3 U-4
LEVEL 2
RL 37.000 m
LEVEL 1 - CEILING
RL 36.750 m
U-1 U-2 RL 33.500 m
1.8m HIGH TIMBER
PAILING FENCE 1.8m HIGH TIMBER
PAILING FENCE
LEVEL 1
RL 33.750 m
RL 32.300 m
BASEMENT LIFT FIRE STAIRS
2 Section
A.100 SECTION B 1 : 100
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
SITE SECTIONS
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
21007 A.201
W | www.zestbuildingdesign.com.au
0 0.5m 1m 2m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:50 DA A
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 7
-
APPRROVED PLAN
MCU21/0133 & OPW21/0220
NOOSA COUNCIL
5 NOVEMBER 2021
-
TIMBER BATTENS EXTERIOR FINISH PLANTERS CLADDING HOODS CLADDING
SPOTTED GUM LOOK TIMBER BATTENS WHITE RENDER FINISH TO MASONARY WALLS LUSH HANGING PLANTS TO FORMED PLANTER BOXES SCYON AXON 133mm CLADDING PAINTED "MONUMENT" STEEL HEKA HOODS AND FINS "BLACK" SCYON LINEA WEATHERBOARD CLADDING PAINTED
"LEXICON HALF"
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
EXTERNAL FINISHES
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
21007 A.302
W | www.zestbuildingdesign.com.au
0 0.5m 1m 2m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 ICB Issue Description Date 1:50 DA A
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 8
PAND x 1
Landscape Legend BAN x 1
GARDEN EDGE
48°29' 33.504m
N
WITH MULCH
COLLAR
BOTTLEBRUSH AVE
DRIVEWAY
DRIVEWAY
1:5.5 1:17.1
MULCH STONE
Hoop Pine Mulch
Glacial Boulder
138°28'
BAN x 1
318°28'
GARDEN EDGE
WITH MULCH
COLLAR MULCH
BASEMENT
15.091m
15.091m
TURF CG x 10
Sir Walter - Tiftuff
Hybrid Bermuda
PAN x 1
CG x 10
STONE
EUC x 1
CG SY
CASUARINA GLAUCA SYZIGIUM AUSTRALE 'SELECT'
QTY: 36 QTY: 39
POT: 50mm POT: 200mm
INITIAL: MATT INITIAL: 0.5m
MATURITY: MATT MATURITY: 2-3m 228°29' 33.504m
TREE PROTECTION ZONE
FOOTINGS & RETANING TO
BE 2m CLEAR OF THE
TREE CENTERLINE
SY x 5 PIT x 10 MULCH SY x 10 MULCH HEA x 1
N
HEA Plan
XANTHORRHOEA BASEMENT LANDSCAPE PLAN 1 : 100
JOHNSONII PIT MULCH
(HEATH GRASSTREE) HEDERA HELIX
(PITTSBURGH IVY)
QTY: 11
POT: 100mm QTY: 36
INITIAL: 0.5m POT: 75mm MULCH
MATURITY: 1-2m INITIAL: 0.3m
MATURITY: GROUND
PIT x 8 HEA x 1
SY x 6
RAISED HEA x 2
PLANTER
CAB x 4
CG x 6
STONE
MULCH
HEA x 2
PAND EUC TURF
PANDANUS ECTORIUS
QTY: 2
EUCALYPTUS
(EXISITING)
LEVEL 1
POT: 400 ltr
INITIAL: 4m QTY: 1
MATURITY: 6-7m CG x 10
-
APPRROVED PLAN PIT x 8 MULCH
MCU21/0133 & OPW21/0220 HEA x 2
NOOSA COUNCIL
HEA x 3
MULCH
5 NOVEMBER 2021 SY x 6
- RAISED
CAB PLANTER
LIVISTONA AUSTRALIS
(CABBAGE-TREE PALM)
QTY: 4
POT: 200ltr
INITIAL: 2m Plan PIT x 10
MATURITY: 10-20m 1 : 100
LEVEL 1 LANDSCAPE PLAN
SY x 6 SY x 6
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
LANDSCAPE PLAN
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
C INFO REQUEST 24/09/2021
21007 L.100
W | www.zestbuildingdesign.com.au
B AMENDED LANDSCAPE PLAN 17/08/2021
0 1m 2m 3m 4m 5m Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 TW Issue Description Date 1:100 DA C
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 9
-
APPRROVED PLAN
MCU21/0133 & OPW21/0220
NOOSA COUNCIL
5 NOVEMBER 2021
-
Project Address Client Name Drawing Title
Project Number Sheet Number
9 BOTTLEBRUSH AVE NOVATO GROUP
LANDSCAPE DETAILS
NOOSA HEADS 4567
ZEST DESIGN STUDIO
P | 0457 314 346
A | 1A/12 Action St, Noosaville, QLD 4566
E | [email protected]
Designer (s)
ICB
21007 L.101
W | www.zestbuildingdesign.com.au
B AMENDED LANDSCAPE PLAN 17/08/2021
Phase Issue
Drawn by A DA Set 13/07/2021
SCALE @A2 CUSTOM
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 TW Issue Description Date DA B
Document Set ID: 21694501
Version: 1, Version Date: 09/11/2021
Page 10
OP WORKS
RESIDENTIAL UNIT DEVELOPMENT -
ISSUE
NOOSA HEADS APPROVED PLANS
MCU21/0133 & OPW21/0220
9 BOTTLEBRUSH AVENUE, NOOSA HEADS, QLD 4567 NOOSA COUNCIL
Lot 147 RP 88934 5 NOVEMBER 2021
CIVIL WORKS -
NOTE: 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION
BEFORE OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL.
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL
A WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE
THE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE,
CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND
RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
THE EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
RE-INSPECTED WITH THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR. WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
a. PRESTART 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO
AND EROSION CONTROL MEASURES UNSUITABLE GROUND NOTE COUNCILS ADAC REQUIREMENTS. SITE BOUNDARY
c. SIDE AND CUT OFF DRAINS 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL APPROVALS.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL,
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL
f. STORMWATER STRUCTURE BASE SLABS CONSTRUCTION.
g. SEWER RETICULATION 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION
h. WATER RETICULATION WORKS COMMENCING ON SITE.
i. PAVEMENT SUBGRADE 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
j. PAVEMENT REINFORCING
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
k. PAVEMENT PRIOR TO SEALING (PRESEAL) PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT
l. RETAINING WALL FOOTING REINFORCING OF ANY WORKS ON SITE.
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND
o. PRACTICAL COMPLETION BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE
p. ON MAINTENANCE AS DIRECTED.
q. OFF MAINTENANCE 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER CONSULTANTS/CONTRACTORS DRAWINGS:
DEVELOPMENT APPROVAL) SURVEYOR: SURVEYPLAN
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE ARCHITECT: ZEST BUILDING GROUP
RELEVANT TO THEIR CERTIFICATION SCHEME
HYDRAULICS: TBC
STRUCTURAL: RECOR LOCALITY PLAN
GENERAL NOTES
LANDSCAPE: ZEST BUILDING DESIGN NOT TO SCALE
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS
SETOUT THE WORKS. ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
08/07/21 ISSUED FOR OPW - BRP
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL DATE REVISION MARK CHK
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT PROJECT ENGINEER
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. APPROVALS BY COUNCIL.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. RESERVE, PARKS/OPENSPACE, EASEMENTS.
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. E [email protected]
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
A 37 MARY ST NOOSAVILLE, QLD
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND P +61 7 5211 1003
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF CONSTRUCTION CODE (2013).
CLIENT
ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. NOVATO GROUP
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING
PROPOSED WORKS. PROJECT
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND UNIT DEVELOPMENT
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES
9 BOTTLEBRUSH AVENUE
CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO NOOSA HEADS
IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL
TITLE
DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL COVER SHEET AND
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS,
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD
LOCALITY PLAN
PAVEMENTS.
PROJECT NO. DRAWING NO. STATUS
20210008 C01 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS A
Document Set ID: 21694501
21635898
Version: 1, Version Date: 09/11/2021
01/10/2021
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OP WORKS
ISSUE
LEGEND
3,000L TRAFFICABLE UNDERGROUND
2 125X75x3 GALVANISED RHS PIPE DETENTION TANK CONNECTED TO
900X900 FIELD INLET PIT 600X900 FIELD INLET PIT ROOF WATER. CONCRETE DRIVEWAY. 125MM
US IL: 29.12m 600X900 FIELD INLET PIT 900X900 FIELD INLET PIT
INLET SL: 30.50m INLET SL: 31.65m THICK N32 WITH SL72 MESH
DS IL: 28.79m INLET SL: 33.05m INLET SL: 35.50m
LENGTH: 6.66m 225mm Ø PP PIPE VERGE TURFED AREA. REFER
225mm Ø PP PIPE 225mm Ø PP PIPE
GRADE: 5.0% US IL: 34.00m ARCHITECTS PLANS.
KERB CONNECTION AS PER US IL: 30.43m US IL: 31.85m
DS IL: 32.40m
NSC STD DWG RS-081 DS IL: 29.6m DS IL: 30.45m ROOF WATER CONNECTION ON-STREET CONCRETE CAR
LENGTH: 11.02m
LENGTH: 5.93m LENGTH: 12.13m TO HYDRAULIC ENGINEERS PARK 150MM THICK N32
GRADE: 14.5%
GRADE: 14.0% GRADE: 11.5% SPECIFICATION. WITHSL92 MESH
STORMWATER PIT
STORMWATER PIPE
TURFED CATCH DRAIN
CJ
EJ
RAINWATER DETENTION TANK
RESIDENTIAL DRIVEWAY
ACCESS. REFER TO NSC STD
DWGS RS-049 & RS-050
CJ
CONTROL JOINT
CJ
IJ
1.5m WIDE PEDESTRIAN ISOLATION JOINT
FOOTPATH AS PER NSC STD
DWG RS-065
EJ
UP
EXPANSION JOINT
19 1
18 2
17 3
16 4
CONTRACTOR TO POTHOLE AND 15 5
CJ
LOCATE SERVICES BELOW TO 14 6
13 7
LOWER AS REQUIRED TO 12 8
ENSURE MIN COVER. ALLOW FOR 11 9
ALL ASSOCIATED COSTS 10
CJ
REMOVE EXISTING DRIVEWAY
CROSSOVER, KERB AND GUTTER AND BIN STORE. PROVIDE BUNDED
PROVIDE ADDITIONAL ON-STREET CAR PROVIDE TURFED CATCH -
WASH DOWN AREA TO HYDRAULIC
PARK AS PER DETAIL E. MAKE SMOOTH
TRANSITIONS TO EXISTING.
ENGINEERS SPECIFICATIONS
DRAIN AS PER DETAIL D
APPROVED PLANS
CONNECT WATER METER TO
MCU21/0133 & OPW21/0220
HYDRAULIC ENGINEERS NOOSA COUNCIL
5 NOVEMBER 2021
SPECIFICATION
RELOCATE EXISTING ON STREET PARKING
SIGNAGE AS PER NSC STD DWG RS-131
-
07/09/21 UPDATED FOR RFI - BRP
ROADWORKS AND DRAINAGE NOTES 16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
08/07/21 ISSUED FOR OPW - BRP
SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN:
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE DATE REVISION MARK CHK
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED CONTRACTORS EXPENSE. MOUNTABLE KERB 500 FROM FACE OF KERB. PROJECT ENGINEER
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED NORMAL TO APPROACHING HEADLIGHT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY 3. SIGN SUPPORTS
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT REMOVING AND REPLACING AT THEIR COST. 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
AUSTRALIAN STANDARDS. 18. CONCRETE FOOTPATH TO BE 100mm THICK N32 IN ACCORDANCE WITH AS1679 AND AS3600 PAVED SURFACE.
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225 PP BLACKMAX OR UNO 4. LINEMARKING
APPROVED EQUIVALENT.. 19. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS THE ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
2 OR 3 R.C. RUBBER RING JOINTED LANE WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE
LINEMARKING TO ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF E [email protected]
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. SURFACE ADJACENT TO THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE A 37 MARY ST NOOSAVILLE, QLD
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS KERB LINE OR EDGE OF PAVEMENT.
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE 20. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE P +61 7 5211 1003
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE CLIENT
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE
HEALTH AND SAFETY ACT 2011.
10.
WHERE CONNECTING ON TO EXISTING.
CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL 21. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING NOVATO GROUP
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES. PROJECT
LAYING OF PIPES.
11. WHERE KERB ADAPTORS ARE TO BE LOCATED ADJACENT TO FOOTPATH CONTRACTOR TO 22. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT
EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE
UNIT DEVELOPMENT
INSTALL 125mm x 75mm x 3mm HOT DIPPED GALVANISED RHS FROM EACH KERB ADAPTOR TO
PROPERTY BOUNDARY. MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
AS1289.6.2.
9 BOTTLEBRUSH AVENUE
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY NOTE:
(AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 23. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE
COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
NOOSA HEADS
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
SUBGRADE LEVEL. 24. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY TITLE
13. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
ACCORDANCE WITH AS3996. 100MM BASE COURSE WHERE SUBGRADE CBR <=6. SLAB JOINTING OF CONCRETE TO
STRUCTURAL ENGINEERS SPECIFICATION
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
AND ROADS AND DRAINAGE
14. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE
UNDER WHEEL LOADS.
STANDARD SIGNS AND LINE MARKING NOTES
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
LAYOUT PLAN
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE 1. GENERAL RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND ACCORDANCE WITH RELEVANT SERVICE PROVIDER
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). SPECIFICATIONS AND STANDARD DETAILS
PROJECT NO. DRAWING NO. STATUS
SUBJECT STRUCTURE TO BE CONSTRUCTED TO. 2. SIGNS
20210008 C20 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:150 B
Document Set ID: 21694501
21635898
Version: 1, Version Date: 09/11/2021
01/10/2021
Page 12
-
APPROVED PLANS
MCU21/0133 & OPW21/0220 OP WORKS
NOOSA COUNCIL
ISSUE
0.25D - JOINT DEPTH
5 NOVEMBER 2021
25mm SEALANT
REINFORCING FABRIC
MESH. -
SAW CUT, INSERT OR TOOLED JOINT. NO ABUTTING STRUCTURE OR OTHER
SEALANT REQUIRED AT TOP OF JOINT PAVEMENT.
30
50
30
50
REINFORCING 40
FABRIC MESH.
VARIES
SEALANT TO PREVENT INGRESS
VARIES
OF DETRITUS.
OPTIONAL DOWEL FOR LOAD TRANSFER MAY BE 10MM THICK
ADDED ACROSS THE JOINT. REFER DOWEL BAR COMPRESSIBLE
SCHEDULE FOR DETAILS. FILLER MATERIAL
INDUCED FULL DEPTH OF
CRACK. 200μm MOISTURE
PAVEMENT.
BARRIER IF
ORDERED BY
SUPERINTENDENT.
200μm MOISTURE BARRIER IF ORDERED
BY SUPERINTENDENT
DETAIL A - CONTROL JOINT (CJ) DETAIL B- ISOLATION JOINT (IJ)
SCALE: 1:16 SCALE: 1:16
PLAIN DOWEL BARS, SAWCUT, FREE
FROM BURR.
JOINTING NOTES
SEALANT AND FILER TYPES TO BE 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF
APPROVED BY SUPERINTENDENT. AS3727.1:2016.
REINFORCING FABRIC MESH. 2. SAW CUT JOINTS MUST BE:
2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
10
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
40 40
25
30
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW
D PVC TUBE (TIGHT FIT TO
200μm MOISTURE BARRIER IF EXPANSION AND CONTRACTION MOVEMENTS.
ORDERED BY SUPERINTENDENT. DOWEL) WITH WATERTIGHT 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION
ENDCAP. COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID
MISMATCHED JOINTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT
25
EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE.
L/2 + 30mm 50
6. DOWEL BARS ARE TO BE
BOND BREAKING COMPOUND 1 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
L/2 L/2 C20.1 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
SECTION 1 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
SCALE: 1.10 C20.1
BOND BREAKING
COMPOUND MAY BE
REPLACED WITH A
PURPOSE MADE DOWEL
SLEEVE.
DETAIL C - EXPANSION JOINT (EJ)
SCALE: 1:16
CHANNEL 600MM
3500MM TRAFFIC LANE (NOM) 07/09/21 UPDATED FOR RFI - BRP
08/07/21 ISSUED FOR OPW - BRP
PARKING BAY 2100MM
DATE REVISION MARK CHK
PROJECT ENGINEER
PROVIDE 30MM AC10 SURFACE AND MAKE SMOOTH
SEMI-MOUNTABLE JOIN TO EXISTING
Upstream Catchment KERB TYPE 3
Area = 750m² EXISTING ROAD
tc = 5 mins 150MM N32 CONCRETE WITH 300mm WIDE STRESS ABSORBING PAVEMENT AND SEAL
fi = 0.75 (Conservatively Assumed) SL92 REINFORCEMENT STRIP LOCATED OVER JOINT.
MAKE SMOOTH
TRANSITION TO
TO REMAIN. E [email protected]
Qmax (1% AEP) = 0.07m³/s EXISTING SURFA
CE A 37 MARY ST NOOSAVILLE, QLD
200mm 300MM
1V:2H 1V:2H Sf = 3% NOMINAL 3% CROSSF
ALL
P +61 7 5211 1003
Hydraulic Radius = 0.15m
CLIENT
300mm Mannings n (QUDM - grass channel) = 0.035
V = 1.42m/s NOVATO GROUP
NOM 50MM SAND PROJECT
Area Catch Drain = 0.1m²
BLINDING LAYER
Area required (Qmax/V) = 0.05m² SAWCUT EXISTING PAVEMENT 300mm INSIDE
EXISTING EDGE.
UNIT DEVELOPMENT
CHANNEL REFER TO RS-080. 9 BOTTLEBRUSH AVENUE
DETAIL D - TURFED CATCH DRAIN
SCALE: NTS
PROVIDE PAVEMENT BASE TO
MATCH TO EXISTING
NOOSA HEADS
PROVIDE 150MM THICK
THICKNESS. TITLE
SUBGRADE LAYER OF MIN 15
CBR.
ROADS AND DRAINAGE
DETAILS
DETAIL E - ON STREET PARKING SECTION
SCALE: NTS
PROJECT NO. DRAWING NO. STATUS
20210008 C21 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS A
Document Set ID: 21694501
21635898
Version: 1, Version Date: 09/11/2021
01/10/2021
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