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Log in to see the plans as drawn Last Published: Tuesday, 6 September 2022 2:38 PM
SHEET INDEX SUSTAINABILITY COMMITMENTS GENERAL INFORMATION
COVER SHEET 1 PRELIMINARY SUSTAINABILITY COMPLIANCE FOR
SITE PLAN 1:250 2
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCC AND
YOUR HOME REQUIRES FURTHER ASSESSMENT TO
SITE PLAN 1:200 3 APPLICABLE AUSTRALIAN STANDARDS AT TIME OF APPROVAL
DETERMINE COMPLIANCE CRITERIA. THIS
GROUND FLOOR PLAN 4 ASSESSMENT WILL BE FINALISED UPON APPROVAL THESE PLANS FEATURE WORKS REQUIRED BY THE OWNER THAT MAY BE
FIRST FLOOR PLAN 5 OF YOUR EXTERNAL COLOUR SELECTIONS TO EXCLUDED FROM THE SCOPE OF THE CONTRACT WITH THE BUILDER, BUT
WINDOW & DOOR SCHEDULES 6 DETERMINE IF VARIATIONS ARE REQUIRED TO THE HAVE BEEN INCLUDED IN THESE DRAWINGS TO ASSIST IN THE OVERALL
ELEVATIONS / SECTION 7 PROPOSED DWELLING E.G. ADDITIONAL PLANNING AND ASSESSMENT. SOME REGULARLY EXCLUDED WORKS
ELEVATIONS 8 INSULATION, CHANGES IN WINDOW GLAZING / SIZE / INCLUDE DRIVEWAYS, RETAINING WALLS AND SITE DRAINAGE. PLEASE REFER
KITCHEN DETAILS 9 ORIENTATION ETC. YOU WILL BE ADVISED OF ANY TO YOUR CONTRACT TENDER AND COLOUR SELECTIONS DOCUMENTATION
BUTLER'S PANTRY DETAILS 10 REQUIREMENTS OR ALTERNATIVES ONCE THE FOR DETAILS.
BATHROOM DETAILS 11 ASSESSMENT HAS BEEN COMPLETED.
ENSUITE DETAILS 12
WATER COMMITMENTS
BUILDING INFORMATION
POWDER ROOM DETAILS 13
LAUNDRY DETAILS 14 GROUND FLOOR PITCHING HEIGHT(S): 2615mm
FLOOR COVERINGS (GF) 15 3 STAR (> 4.5 BUT <= 6L/MIN) SHOWER HEADS
FIRST FLOOR PITCHING HEIGHT(S): 2450mm
FLOOR COVERINGS (FF) 16 4 STAR TOILET SUITES
FRAMES AND TRUSSES: STEEL
3 STAR KITCHEN TAPS
ROOF PITCH (U.N.O.): 15.0°
3 STAR BATHROOM TAPS
ELECTRICITY SUPPLY: 3-PHASE
GAS SUPPLY: BOTTLED LPG
215.65 m² TOTAL ROOF AREA
ROOF MATERIAL: SHEET METAL
NO WATER TANK
ROOF COLOUR: MEDIUM
ROOF INSULATION: R3.5 BATTS
NO RETICULATED RECYCLED WATER SUPPLY
MIN. 60mm FOIL FACED BLANKET
WIND DRIVEN ROOF VENTILATORS: 1
415 m² GARDEN/LAWN AREA
ENERGY COMMITMENTS
WALL MATERIAL: BRICK VENEER, CLADDING
LOT 33 LOCATION MAP
TOTAL FLOOR AREAS WALL COLOUR: MEDIUM
WALL INSULATION: R1.5 BATTS TO ALL CLADDED AREAS #24 COMET DR, SUNRISE BEACH
BALCONY 4.69 HOT WATER SYSTEM WALL WRAP TO ENTIRE HOUSE
GARAGE 38.33 - ELECTRIC (250L)
LIVING (FIRST FLOOR) 134.91
FLOOR INSULATION: N/A
LIVING (GROUND FLOOR) 127.77 HEATING SYSTEM
OUTDOOR LIVING 11.66 - 3-PHASE REVERSE CYCLE AIR CONDITIONING
PORCH 4.89 EER 3.5 - 4.0 SITE & ENGINEERING INFORMATION
322.25 m²
COOLING SYSTEM DESIGN WIND CLASSIFICATION: N2
- 3-PHASE REVERSE CYCLE AIR CONDITIONING
EER 3.0 - 3.5 SITE CLASSIFICATION: P
PORCH AREA (TO EAVE) SLAB CLASSIFICATION: M
VENTILATION (EXHAUST FANS)
PORCH (UNDER EAVE) 6.68 SLAB TO BE 85mm THICK (U.N.O.) WITH REINFORCEMENT TO ENGINEERS
- AT LEAST ONE BATHROOM:
6.68 m² DUCTED TO OUTSIDE AIR, INTERLOCKED TO SPECIFICATIONS & DETAILS OVER A 200µm WATERPROOF MEMBRANE ON A
LIGHT BED OF FREE DRAINING COARSE SAND (WHERE SPECIFIED)
- KITCHEN RANGEHOOD:
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\502900 files\502921 - Massey\Plans\502921 Massey_AC21.pln
DUCTED TO OUTSIDE AIR, MANUAL SWITCH PROVIDE BRICK CONTROL JOINTS IN ACCORDANCE WITH N.C.C.
ON/OFF
- NO MECHANICAL VENTILATION TO LAUNDRY ALL STEEL FRAMING TO BE DESIGNED TO AS 4100-2020 OR AS/NZS 4600-2018
BAL 12.5 BUSHFIRE REQUIREMENTS
PRIMARY FLUORESCENT/LED LIGHTING INCLUDING THE BUILDER USES MATERIALS THAT HAVE BEEN TESTED TO AS1530.8.1 IN
COVER ACCORDANCE WITH AS3959-2018 (CLAUSE 3.8)
- N/A - PROVIDE FOIL FACED BLANKET INSULATION TO COLORBOND SHEET
ROOFING
NATURAL LIGHTING TO - PROVIDE FLYSCREENS WITH CORROSION RESISTANT MESH TO ALL
- KITCHEN OPERABLE WINDOW SASHES (NO REQUIREMENT TO SCREEN BI-
- 3 BATHROOM/TOILET FOLD/FRENCH/SLIDING/STACKER DOORS)
- PROVIDE BAL 12.5 RATED ALUMINIUM WINDOWS AND EXTERNAL GLASS
ALTERNATIVE ENERGY SLIDING/STACKER DOORS
- PHOTOVOLTAIC SYSTEM - MINIMUM 6.60KW PEAK - SPECIFIED ALUMINIUM FRENCH DOORS HAVE BEEN TESTED TO PRELODGEMENT CHECKED AND ACKNOWLEDGED
OTHER
AS1530.8.1 WITHOUT SCREENS
- SPECIFIED ALUMINIUM WINDOWS HAVE BEEN TESTED TO AS1530.8.1
CLAUSES APPLIES: THIS PLAN ACCEPTED BY:
- GAS COOKTOP, ELECTRIC OVEN
- NO FIXED OUTDOOR CLOTHESLINE
WITHOUT SCREENS TO FIXED PANELS
- PROVIDE SPARK ARRESTORS TO EXTERNAL BRICKWORK
- BAL 12.5 REQUIRED
- PROVIDE SEAL TO GARAGE DOOR - EASEMENT L ON CP908656 PLEASE NOTE: NO VARIATIONS WILL BE
- EXTERNAL TIMBER POSTS TO BE FIRE RETARDANT
- PLANNING SCHEME APPLIES ACCEPTED ON THIS PLAN AFTER SIGNING
(IF REQUIRED)
- PROVIDE MERBAU TIMBER POSTS AND EXPOSED BEAMS TO PATIO
- RELAXATION REQUIRED SIGNATURE:
- PROVIDE SAFETY SCREENS WITH CORROSION RESISTANT MESH AND
DIAMOND GRILLE TO EXTERNAL HUNG DOORS
DATE:
© 2022 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MR. IAN MASSEY & MS. SARNA ANNABELLA AURORA 35 H-BBRAUR20DA
Template Version: 21.034
1 CONSOLIDATED TENDER PLANS RLA 2022.08.15 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: 2 PLAN AMENDMENTS RLA 2022.08.22 ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2022 3 PCV002 ASR 2022.09.06 24 MAHENO COURT, SUNRISE BEACH QLD 4567 CLASSIC F-BBRAUR20CLASA TO THE DRAFTING OFFICE.
502921
LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
33 / N/A / CP908656 NOOSA SHIRE COUNCIL COVER SHEET 1 / 16
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Full text of sections 2 to 4 (of 20)
Section 2
Last Published: Tuesday, 6 September 2022 2:38 PM
REFER TO SHEET 1 (COVER SHEET) FOR +/- 100mm TOLERANCE TO NOMINATED FINISHED FLOOR LEVELS.
BAL-12.5 BUSHFIRE REQUIREMENTS S E T O U T E X T R A F E E S A L E R T ( D e s i g n e r / B u i l d e r E t c .)
LOT 33 on CP908656
ALL BUILDING INFORMATION REGARDING:
- SUSTAINABILITY REQUIREMENTS
SUBJECT TO MAXIMUM DRIVEWAY PROFILE AND/OR ANY FLOOD RELATED LEVELS 324 TONNES OF SEE SHEET 1 (COVER SHEET) FOR DETAILS This Contour and Feature Survey as prepared by Axis Surveys does not
address the location of boundaries. Because of the age of the subject plan /
IMPORT FILL #24 Comet Drive Cnr Maheno Court
- SITE CLASSIFICATION CLIENT TO REMOVE TREES, STUMPS, ROOTS AND SLASH/SCRAPE LONG GRASS
AND UNDERGROWTH FROM BUILDING AREA. WHERE STUMPS HAVE BEEN and / or missing boundary pegs, Axis Surveys will require additional fees for
- GENERAL BUILDING INFORMATION
extra control work to enable us to setout any proposed building work. Please
REFER TO WATER MANAGEMENT PLAN
REMOVED THE GROUND IS TO BE FILLED AND COMPACTED.
contact this office for further advice. Suburb Sunrise Beach
FOR ALL ROOF COLLECTION, SURFACE SITE CLASSIFICATION P. SOIL SURFACE AS PER STA CONSULTING ENGINEERS
APPROX. LOCATION OF
DRAINAGE CONNECTIONS AND ES 219297 DATE 3RD APRIL, 2022. Local Auth Noosa Shire Council
N
LANDSLIDE HAZARD
DISCHARGE SYSTEMS. NO EVIDENCE OF FILL ON SITE . OVERLAY AS PER
NO ROCK ENCOUNTERED AT TIME OF SITE INVESTIGATION..
Lat:-26.418 Area
PRE-LODGEMENT
WIND CLASSIFICATION N2 WERE TREES IDENTIFIED WITHIN THE ZONE OF INFLUENCE OF THE PROPOSED 632m²
Not Located
Stormwater
BUILDING FOOTPRINT - YES Approximate House
WITHIN 1 KM. OF Connection Plotted
IS THE SITE SUBJECT TO MARINE/COASTAL FALLOUT - NO
Long:153.100
M/H
YES From Statutory or
BREAKING SALT WATER IS A SLOPE STABILITY ASSESSMENT REQUIRED / RECOMMENDED - NO
Not Located
Stormwater
Supplied Records
Approx. Invert Level 23.52m
WITHIN 100 M. OF SALT Approx. 1.0m deep
M/H
NO OWNER SHALL INSTALL AND MAINTAIN AN ALL-WEATHER ACCESS ROAD TO &
WATER WITHIN THE PROPERTY BOUNDARIES AND UP TO THE BUILDING SITE, SUITABLE
Tree Legend
Approximate Stormwater Line
MINIMUM AHD FLOOR FOR ARTICULATED VEHICLES, FOR CONSTRUCTION PURPOSES TO THE Location (See note)
NO SATISFACTION OF THE BUILDER.
LEVEL APPLICABLE
RETAINING WALLS MUST BE PROVIDED IMMEDIATELY AFTER EARTHWORKS AIOR APPROX LOCATION OF SEWER CONNECTION AS PER EXISTING POOL TO REMAIN ON SITE.
S
SURVEY AREA NEW
ASCONS PRELODGEMENT TO BE CONFIRMED ON SITE BY SITE
Gully
Field
TO ANY OTHER SITE WORKS COMMENCING. RESPONSIBILITY FOR RETAINING THE OWNER IS TO PROVIDE A
SUPERVISOR PRIOR TO COMMENCEMENT OF WORKS. TRAFFICABLE COVER TO THE POOL Ø=Trunk Dia
H
LATITUDE 0° 00' 00" S WALLS INCLUDING REPAIRS OR MAINTENANCE, AS WELL AS REMOVAL OR
SEWER 2 x ADDITIONAL PRIOR TO COMMENCEMENT OF H=Tree Height
LONGITUDE
SL:24.52
0° 00' 00" E REPLACEMENT OF EXISTING FENCING REMAINS WITH THE OWNER. KERB WATER
OUTLETS (IF Comet Drive SITE WORKS
S=Tree
Spread
KDRB
REQUIRED) APPROX. LOCATION OF
AHD RL / m 26.227
TBM Screw in Kerb
SEWER ZONE OF INFLUENCE (Total Canopy)
IL:23.52 23.17 23.32 SEWERLINE
Stormwater Pit
Not Located
Not Located
Stormwater
23.33
Ø
23.48 23.96
DEPTH: 1.00 .6
7
.8 24.39
6 24.77
24.01
23 23 24.2 24.
25.18
0
M/H
25.41
24.
24.26
U/G Power
4
24.
8 25. 25.
24.4 25.0 2 25.
6 67
DRIVEWAY AND RETAINING WALLS BY 25. Tree Schedule
25.8 6.0
No Mk
Found
OWNER UNLESS NOTED OTHERWISE IN
2
THE TENDER AND/OR COLOUR Existing Rock 26
No. Name T 'Ø' Spr 'Ø' 'H'
No Mk
Found
08°58'20" .
Existing Rendered 26.2 17
23
SELECTIONS DOCUMENTATION. Retaining Wall
.8
(22.5)
25.13
Block Retaining Wall
1 No Mk
3
Found
3.0 23°5 1 TREE 0.40 m 5.0 m 3.0 m
24.87
23.94
25.24
24.79
PROPOSED TREES BY OWNER AFTER 24.94 25.77 8 26.4 LANDSCAPING STEPS BY
3.10'20"
26.0
2 TREE 0.30 m 3.0 m 2.0 m
Concrete Driveway
26.69 4
HANDOVER UNLESS NOTED OTHERWISE 26.75 Garden
26.72 OWNER AFTER HANDOVER
26
Approximate Sewer Line 26.7726.80 6
25.2 26.78
3 TREE 0.30 m 4.0 m 5.0 m
.47
Not Located
IN THE TENDER DOCUMENTATION. 25.4 26
Sewer M/H
7,415 EAV19E
26.71
1 WALL
26.76
26 .3526
Location (See note) 4 4 TREE 0.50 m 7.0 m 9.0 m
Sleeper Retaining Wall
26.75
24.
Steps
25.6
53 3. te26.
.7 2 .67
26.76
No Mk
Found
THE OWNER(S) SHALL OBTAIN DEMOLITION APPROVAL PRIOR TO THE BUILDER SUBMITTING FOR RL 26.381 26.75 92 6. 26.6
°5 10 2 85
6. 82
25.8 5 TREE 0.60 m 7.0 m 9.0 m
26.76
83
8' 6 6.7
6
24.
NEW HOME BUILDING APPROVAL. THE OWNER(S) ARE FULLY RESPONSIBLE FOR ENSURING THEY FILL 0.919
20 8
26.0
7,88Tiles
Ga
6 TREE 0.50 m 6.0 m 7.0 m
26.75
25.25Timber Fence 24.82
2
"
Existing Timber
HAVE REMOVED ALL EXISTING STRUCTURES AND UTILITY SERVICES FROM THE PROPOSED Pool 26.8
25.96
.8 8 26.2
26.14
83°5806
243,31 7 TREE 0.40 m 6.0 m 7.0 m
26.76
CONSTRUCTION SITE
26.76
26.4
3.1
669mm H DEB APPROX. LOCATION OF 600mm H
26.80
8 TREE 0.40 m 6.0 m 7.0 m
OMP RL 26.755
26.57
I.E.
27.02
(6 COURSES + 155 REBATE) RETAINING WALL BY OWNER
61 27.0
18
'20"
8
- EXISTING HOUSE, CARPORT, SHED, PAVING, PATHS, GARDEN BEDS, DRIVEWAYS, SWIMMING 9 TREE 0.40 m 6.0 m 6.0 m
.0
3,783 PRIOR TO EARTHWORKS.
26.8726.8
27.09
6,2 MP
26.6 FILL 0.545 26.77 Glass Pool Fence
17
26.75
25
Gate
26.59 26.74
POOL OR UNDERGROUND TANKS AND ALL BELOW GROUND FOOTING STRUCTURES. 27.14
POOL
No Mk
Found
2,828
26
PIER
Gully
Garden
.7
- REMOVAL OF ANY TREES, STUMPS, BARK OR EXCESSIVE GROWTH WHICH MAY IMPACT ON O26.84
27.33
7
26.73
26.75 26.74 26.74 26.78 EXISTING TREES SHOWN DASHED TO BE
Floor Level
.2 SEWER
Tiles
2,426
.2
CONSTRUCTION SITE ACCESS.
20
783 25 Gate
Timber Fence 26.89 26.72
REMOVED BY OWNER AS PART OF
26.82
26.80
26.79
Section 3
27
27.25
26.8 .0
RL 26.82
- ALL BUILDING MATERIALS OR WASTE ON SITE IS TO BE FULLY REMOVED.
27.11
DEMOLITION.
27
26.57 26.63
- ANY DEPRESSIONS TO NATURAL GROUND LEVEL WILL REQUIRE TO BE ADEQUATELY FILLED. EMT/PIER 26.72
26.86 RL 26.800
26.85
16
25.62
27.41
6
Sleeper Retaining
Gate
Timber Fence on
Existing
FILL 0.500
Lowset
- ANY EXCESS FILL IS REMOVED WHICH MAY IMPACT ON CONSTRUCTION SITE ACCESS.
House
SOLAR INVERTER
.4
Maheno Court
25.64278°53'10"
Existing Timber
25 .4
PROPOSED 27
Garden
23.0 25
UTILITIES / SERVICES: I.E.
T L '10"
27.55
15
3-PHASE SOLAR METER BOX
7
22.894
.6
.6
- GAS METER AND ASSOCIATED PIPE WORK ARE REMOVED BACK TO SITE BOUNDARY.
26.88
Existing Timber Sleeper Retaining Wall
RESIDENCE 27
E M 98°53
LOCATION OF SOLAR PANELS
- ELECTRICAL METER AND ASSOCIATED SERVICES ARE REMOVED TO AGREED SAFE DISTANCE
5,547
26.86
(BOUNDARY/POLE). 8
7.
27.55
FFL 27.610 PAD RL WALL RL 26.800 2
Wall
26.6
- WATER METER REMAINS CONNECTED AND ASSOCIATED PIPE WORK ARE REMOVED BACK TO APPROX. LOCATION OF 2000mm H
8
Patio
THE WATER METER.
27.300 .0
ENGINEERED RETAINING WALL BY
25.94
.8
26.55
FILL 0.500
28
26
OWNER PRIOR TO EARTHWORKS
25
98°58'20"
- TELEPHONE & DATA CABLES ARE REMOVED BACK TO SITE BOUNDARY. EXISTING PATIO SHOWN DASHED TO BE
.6
5,000
16.001
26
3
27.74
- OWNERS TO LOCATE, CUT AND CAP OFF THE EXISTING SEWER AND STORMWATER CONNECTION .2 REMOVED BY OWNER AS PART OF
.8
28
5
Vegetation
EXISTING RETAINING WALL
POINT TO PREVENT INCIDENCE OF BUILDING MATERIALS ENTERING THOSE SYSTEMS AND .0 OMP DEMOLITION.
Floor Level 26.16
26.54
TO BE REMOVED BY OWNER
26
26.85
8
LEAVING YOUR SITE. THESE WORKS ARE TO BE COMPLETED IN ACCORDANCE WITH AS 3500 AS PART OF DEMOLITION. 26.60
25.96 28.4
4,000
9
REGULATIONS AND ARE TO CLEAR THE PROPOSED DWELLING BY A MINIMUM OF 1.2M, OTHERWISE 26.8
28.49
27.74
Existing
APPROX. DRIVEWAY
26
Shed
Stormwater Pit
FURTHER CHARGES MAY APPLY.
RL 26.63
28.70
.7
RL 26.600 BY OWNER
5
Not Located
26.80
26.65 28.6
12
Conduit
PLEASE NOTE IF THIS CANNOT BE ACHIEVED THE OWNER WILL NEED TO APPLY TO THE LOCAL
26
51m² TOTAL
4,990 11
Drain
10
.7
FILL 0.700 EV CAR CHARGER
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\502900 files\502921 - Massey\Plans\502921 Massey_AC21.pln
9
AUTHORITIES FOR A NEW SEWER CONNECTION POINT, THESE WORKS WILL NEED TO BE (G-FRAM-EV001) (34m² TO BDY) 28.8
CUT/FILL CALCULATIONS
26
COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION. .8
WALL
26.8
.6
26
26.84
26.76
0
- OWNER TO PROVIDE THE BUILDER WITH A FINAL COUNCIL CAP AND SEAL INSPECTION
13
29.0 APPROX. IMPORT/EXPORT FILL
CERTIFICATE TO ALL SERVICES IN ADDITION TO FORM 4J- 751635 PAGE 9 OF 19 SIGN OFF. IF THIS 6,512
27.77
14
EXISTING EXISTING RETAINING WALL
26
Light Pole
26.8
#335302
7
IS NOT PROVIDED THEN FURTHER CHARGES MAY BE APPLIED BY VARIATION FOR ADDITIONAL RL 26.720
WALL
.8
GARAGE
2,680
Existing Timber Sleeper Retaining Wall SHOWN DASHED TO BE REMOVED BY CUT VOLUME 0.00m³
2
2,500
Meter x 2 3
OMP
29.2
No Mk
WORKS REQUIRED.
Found
27.79 OWNER AS PART OF DEMOLITION.
4
FILL 0.580 Thick Vegetation
29.35
29.14
29.28
- THE OWNER(S) ARE TO INSTALL A CONDUIT FROM THE CAPPED OFF SEWER POINT TO THE FILL VOLUME 143.78m³
9
3.002 (Inaccessible) (28.483)
Hyd
W
SURFACE AND THEN PROVIDE A PLAN SHOWING TWO 90 DEGREE MEASUREMENTS FROM
H
186°57'40" DIFFERENCE 143.78m³
No Mk
Found
29.49 W
No Mk
Found
BOUNDARIES PLUS A DEPTH. EXISTING RETAINING WALL
THIS SHOULD BE PROVIDED AT THE COMPLETION OF DEMOLITION PRIOR TO BRIGHTON HOMES AIR CONDITIONING UNIT RL 26.799 TO BE REMOVED BY CLIENT RL 26.808 29.4
29.38
29.52
FILL 0.501 AT TIME OF DEMOLITION, TO TONNAGE: 143.78m³ x 2.25 = 323.51t
Not Located
COMMENCING ON SITE. FILL 0.492
Sewer M/H
HOT WATER SERVICE BE BATTERED TO SUIT NEW 324 TONNES OF IMPORT FILL
ASBESTOS: STREET FRONTAGE
Highset House
- A SITE CLEARANCE CERTIFICATE AND FORM 4 (QLD SPECIFIC) ARE REQUIRED TO BE SUPPLIED
LPG MOUNTING BRACKET GULLY GRATE / SPOON DRAIN
Well Away
TO BRIGHTON HOMES BY THE OWNER(S) PRIOR TO BRIGHTON HOMES COMMENCING WORK ON EXISTING RETAINING WALL TO
AND CONCRETE PAD BY OWNER AFTER HANDOVER
Existing
BE REMOVED BY OWNER AS
YOUR (EXCHANGE BOTTLES ONLY)
SITE. YOUR DEMOLITION COMPANY SHOULD BE ABLE ARRANGE THIS FOR YOU.
PART OF DEMOLITION.
NO ALLOWANCE FOR BOTTLES HOUSE TOTAL FOOTPRINT 182.65m²
5
PLEASE NOTE:-
RELEVANT DOCUMENTED REPORT EVIDENCE & PICTURES FROM PARTIES CARRYING OUT THESE
EXISTING HOUSE SHOWN DASHED TO
BE REMOVED BY OWNER AS PART OF
SITE COVERAGE 28.9%
SERVICES WILL BE REQUIRED TO ENSURE THE FOLLOWING ASPECTS HAVE BEEN COMPLETED DEMOLITION.
EFFECTIVELY TO
MEET BOTH OF BRIGHTON HOMES LEGAL & CONTRACT REQUIREMENTS. THIS PLAN ACCEPTED BY:
BERM (0.3m
50 x 25 x 1000 MIN. L SANDBAGS OVERLAP
MEMBRANE TO BE BIDIM U24 ENG TH 15m MIN. HEIGHT)
STAKE OR CONSTRUCTION SITE ONTO KERB
STAR PICKET OR APPROVED EQUIVALENT
0.2m EXISTING PLEASE NOTE: NO VARIATIONS WILL BE
600
ROADWAY
150
ACCEPTED ON THIS PLAN AFTER SIGNING
GEOTEXTILE GAP BETWEEN SANDBAGS THREE LAYERS OF
BURY APPROXIMATELY 150mm
OF MEMBRANE AND TEMPORARILY
FABRIC
NO
FF
ACTS AS SPILLWAY SANDBAGS WITH SIGNATURE:
RU
50-70mm ENDS OVERLAPPED
NATURAL SURFACE BACKFILL TO RESTORE PRIOR RUNOF
F
DOWNHILL OF MEMBRANE NATURAL SURFACE LEVEL GRAVEL
NOT TO BE DISTURBED RUNOFF FROM PAD
DIRECTED TO SEDIMENTATION TRAP SANDBAG KERB INLET DATE:
SILT FENCING DETAIL TEMPORARY CONSTRUCTION EXIT SEDIMENTATION TRAP
© 2022 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MR. IAN MASSEY & MS. SARNA ANNABELLA AURORA 35 H-BBRAUR20DA
Template Version: 21.034
1 CONSOLIDATED TENDER PLANS RLA 2022.08.15 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: 2 PLAN AMENDMENTS RLA 2022.08.22 ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2022 3 PCV002 ASR 2022.09.06 24 MAHENO COURT, SUNRISE BEACH QLD 4567 CLASSIC F-BBRAUR20CLASA TO THE DRAFTING OFFICE.
502921
LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
33 / N/A / CP908656 NOOSA SHIRE COUNCIL SITE PLAN 1:250 2 / 16 1:250
Section 4
Last Published: Tuesday, 6 September 2022 2:38 PM
REFER TO PAGE 2 FOR
APPROX. LOCATION OF ALL SITE PLAN NOTES
N
LANDSLIDE HAZARD
OVERLAY AS PER
PRE-LODGEMENT
Not Located
Stormwater
Approximate House
Connection Plotted
M/H
From Statutory or
Not Located
Stormwater
Supplied Records
Approx. Invert Level 23.52m
Approx. 1.0m deep
M/H
Approximate Stormwater Line
Location (See note)
APPROX LOCATION OF SEWER CONNECTION AS PER EXISTING POOL TO REMAIN ON SITE.
PRELODGEMENT TO BE CONFIRMED ON SITE BY SITE
Gully
Field
THE OWNER IS TO PROVIDE A
SUPERVISOR PRIOR TO COMMENCEMENT OF WORKS. TRAFFICABLE COVER TO THE POOL
2 x ADDITIONAL PRIOR TO COMMENCEMENT OF
KERB WATER
OUTLETS (IF
REQUIRED)
Comet Drive SITE WORKS
APPROX. LOCATION OF
AHD RL / m 26.227
TBM Screw in Kerb
23.17 23.32 SEWER ZONE OF INFLUENCE SEWERLINE
Stormwater Pit
Not Located
Not Located
Stormwater
23.33 23.48 23.96
.6
7
.8 24.39
6 24.77
24.01
23 23 24.2 24.
25.18
0
M/H
25.41
24.
24.26
U/G Power
4
24.
8 25. 25.
24.4 25.0 2 25.
6 67
25.
25.8 6.0
No Mk
Found
2 26
Existing Rock
No Mk
Found
08°58'20" .
Existing Rendered 26.2 17
23
Retaining Wall
.8
(22.5)
25.13
Block Retaining Wall
1 No Mk
3
Found
3.0 23°5
24.87
23.94
25.24
24.79
24.94 25.77 8 26.4 LANDSCAPING STEPS BY
3.10'20"
26.0
Concrete Driveway
26.69 4
26.75 Garden
26.72 OWNER AFTER HANDOVER
26
Approximate Sewer Line 26.7726.80 6
25.2 26.78
.47
Not Located
26
25.4
Sewer M/H
7,415 EAV19E
26.71
1 WALL
26.76
26 .3526
Location (See note) 4
Sleeper Retaining Wall
26.75
24.
Steps
25.6
53 3. te26.
.7 2 .67
26.76
No Mk
Found
RL 26.381 26.75 92 6. 26.6
°5 10 2 85
6. 82
25.8
26.76
83
8' 6 6.7
. 6 FILL 0.919
24
20 8
26.0
7,88Tiles
Ga
26.75
25.25Timber Fence 24.82
2
"
Existing Timber
Pool 26.8
25.96
.8 8 26.2
26.14
83°5806
243,31
26.76
26.76
3.1
26.4 669mm H DEB APPROX. LOCATION OF 600mm H
26.80
OMP RL 26.755
26.57
27.02
(6 COURSES + 155 REBATE) RETAINING WALL BY OWNER
61 27.0
18
'20"
8
3,783 .0
PRIOR TO EARTHWORKS.
26.8726.8
27.09
6,2 MP
26.6 FILL 0.545 26.77 Glass Pool Fence
17
26.75
25
Gate
26.59 26.74
27.14
POOL
No Mk
Found
2,828
26
PIER
Gully
Garden
.7
O
27.33
7
26.73
26.75 26.74 26.74 26.78 EXISTING TREES SHOWN DASHED TO BE
Floor Level
.2 SEWE 26.84
Tiles
2,426
.2
20
783 25 Gate
Timber Fence 26.89 26.72
REMOVED BY OWNER AS PART OF
26.82
26.80
26.79
27
R
27.25
26.8 .0
RL 26.82
27.11
DEMOLITION.
27
26.57 26.63
EMT/PIER 26.72
26.86 RL 26.800
26.85
16
25.62
27.41
6
Sleeper Retaining
Gate
Timber Fence on
Existing
FILL 0.500
Lowset
House
SOLAR INVERTER
.4
Maheno Court
25.64278°53'10"
Existing Timber
.4
PROPOSED 27
Garden
23.0 25
T L3'10"
27.55
15
3-PHASE SOLAR METER BOX
7
22.894
.6
.6
26.88
Existing Timber Sleeper Retaining Wall
RESIDENCE 27
25
LOCATION OF SOLAR PANELS
5,547
E M 98°5
26.86
8
7.
27.55
FFL 27.610 PAD RL WALL RL 26.800 2
Wall
26.6
APPROX. LOCATION OF 2000mm H
8
Patio
27.300 .0
ENGINEERED RETAINING WALL BY
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\502900 files\502921 - Massey\Plans\502921 Massey_AC21.pln
25.94
.8
26.55
FILL 0.500
28
26
OWNER PRIOR TO EARTHWORKS
25
98°58'20"
EXISTING PATIO SHOWN DASHED TO BE
.6
5,000
16.001
26
3
27.74
.2 REMOVED BY OWNER AS PART OF
.8
28
5
Vegetation
EXISTING RETAINING WALL
.0 OMP DEMOLITION.
Floor Level 26.16
26.54
TO BE REMOVED BY OWNER
26 26
26.85
8
AS PART OF DEMOLITION. .60
25.96
28.4
4,000
9
26.8
28.49
27.74
Existing
APPROX. DRIVEWAY
26
Shed
Stormwater Pit
RL 26.63
28.70
.7
RL 26.600 BY OWNER
5
Not Located
26.80
26.65 28.6
12
Conduit
26
51m² TOTAL
4,990 11
Drain
10
.7
FILL 0.700 9 EV CAR CHARGER
(G-FRAM-EV001) (34m² TO BDY) 28.8
26
.8
WALL
26.8
.6
26
26.84
26.76
0
13
29.0
6,512
27.77
14
EXISTING EXISTING RETAINING WALL
26
Light Pole
26.8
#335302
7
RL 26.720
WALL
.8
GARAGE
2,680
Existing Timber Sleeper Retaining Wall SHOWN DASHED TO BE REMOVED BY
2
The text continues on section 5.