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BA201135 - L620 (11) Jabiru Street Peregian Beach - Architectural Drawings
Attached to the e-mail Operational Works Application OPW20/0221 - DA Form 1 - Correspondence from Council - Architectural Plans - Owners Consent - 11 Jabiru Street Peregian Beach.
PATHWAY & DRIVEWAY NOTES:
REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A Tree Legend Tree Schedule LOT 620 ON P93121
MINIMUM FALL OF 1 IN 100 (1%). SITE AREA 539 sqm
No. Name T 'Ø' Spr 'Ø' 'H'
THE MAXIMUM GRADE OF DRIVEWAYS SHALL 1 PINE 0.60 m 6.0 m 14.0 m SITE COVER LOWER163.52 sqm (30.34%)
S UPPER 138.82 sqm (25.76%)
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE 2 TREE 0.30 m 6.0 m 8.0 m
NEAR THE MAXIMUM, A TRANSITION ZONE AT Ø=Trunk Dia LOCALITY PEREGIAN BEACH
H
3 TREE 0.30 m 6.0 m 8.0 m
EITHER END MAY BE REQUIRED. REFER TO NCC H=Tree Height
4 TREE 0.30 m 6.0 m 8.0 m
LOC. GOV. NOOSA S.C.
VOLUME 1, D2.10 FOR GRADES TO REQUIRED S=Tree
EXIT RAMPS. Spread 5 TREE 0.30 m 6.0 m 8.0 m
(Total Canopy)
6 TREE 0.30 m 6.0 m 8.0 m
CHECK WITH LOCAL AUTHORITY ∅ 7 TREE 0.30 m 6.0 m 8.0 m
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS 8 TREE 0.30 m 6.0 m 8.0 m
BETWEEN THE PROPERTY BOUNDARY AND 9 TREE 0.30 m 6.0 m 8.0 m Power
ROAD KERB. Pole
N
CLEAR THE AREA OF ALL TOPSOIL AND #
ORGANIC MATTER.
PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED
Existing
AND LEVELLED.
Lowset
House
1
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
Well Away
AHD RL / m 11.850
Existing Concrete &
TBM Nail in Kerb
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND
Stone Retaining Wall SITE NOTES:
3604 15720 8840
TAPED.
12.00
POSITION OF DWELLING TO BE CONFIRMED BY
12.25
SLAB THICKNESS SHALL BE:
12.75
13.25
13.00
Nail In No Mk CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1 Timber Fence(Leaning)
Fence 13 .50 28.164 Timber Fence(Leaning) Found
LAYER SL52 MESH, Found
01°47' ALL STORM WATER, DOWN PIPES, RAIN WATER
VEHICULAR DRIVEWAYS (TO 3t GROSS) -
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
OMP
12.50
2550
100mm THICK WITH
3140
3140
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
13.50
Concrete Driveway
13.50
1 LAYER SL62 MESH.
(to be removed) APPROX. LOCATION OF NBN ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL
HOUSE CODE
7
REINFORCEMENT, CONCRETE STRENGTH SHALL
3
BE N20 MINIMUM.
Outlet IL 11.87
6000 BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
Timber Fence And Low Block Wall(in Places)
OMP MANHOLE POSITIONS MATCH THOSE AS SHOWN
Roofwater
JOINTS ARE REQUIRED IN ALL CONCRETE
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
4
PATHWAY AND DRIVEWAY SLABS - PROPOSED DISCREPANCIES MUST BE BROUGHT TO THE
Jabiru Street
RESIDENCE ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
Existing Concrete & Stone Retaining Wall
ISOLATION JOINTS MUST BE PROVIDED WHERE
8
RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES,
Existing CONSTRUCTION
PAD LEVEL 13.500
EXPANSION JOINTS SHALL BE PROVIDED AT 15 Lowset FFL 13.850m (M-SOIL)
271°47'
19.111
BUILDER TO DETERMINE APPROPRIATE
19.111
91°47'
METER CENTRES IN ALL DIRECTIONS. N12 House
NGL: RL 13.5 PLATFORMING METHOD ON SITE PRIOR TO
TO BE REMOVED
DOWEL BARS AT 400 CENTRES ALONG THE Well Away
HIGHEST POINT: RL 21.403 COMMENCEMENT OF ANY WORKS. FINISHED
JOINTS IN 100mm THICK SLABS, CALCULATED MAX HEIGHT: DRIVEW AY/PATH FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
7.903m ABOVE NGL. 74.3 m² AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
9
CRACK CONTROL JOINTS SHALL BE PROVIDED (exp. agg) COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A 3004 THE FINISHED SURFACE IMMEDIATELY
5
CRACK OMP NEW CROSSOVER
SURROUNDING THE BUILDINGS TO COMPLY WITH
WOULD OCCUR (i.e. RE-ENTRANT CORNERS). NCC VOL2, 3.1.3.
12.00
JOINTS SHALL BE LOCATED SO THE LONGEST
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 FRONT BOUNDARY
Outlet IL 11.78
SURFACE DRAINAGE IS TO DISCHARGE EVENLY
6
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY APPROX. 1m ABOVE NGL WITHIN THE SITE AND WITHOUT NUISANCE TO
Roofwater
4801
ANGLE FORMED BETWEEN JOINTS OR JOINTS ADJOINING PROPERTIES.
Existing Garage Existing Lowset House Floor Level
AND THE SLAB EDGE SHALL BE NO LESS THAN 0
(to be removed) 1 3 .5 (to be removed) RL 13.67
75°, DUE TO THE VARYING NATURE OF ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE THE PONDING OF WATER.
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 28.164 13.00
2
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE CUT AND FILL BATTERS NOT TO EXCEED A
No Mk
Foun
13.50
DESIGN. 181°47'
No
Mk
MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
d
Found
Timber Fence on Existing Block Retaining Wall Approx 1.0 m Fall THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
THESE NOTES ARE PROVIDED AS A GENERAL CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SPECIFICATION ONLY. SLOPING SITES.
REFERENCE SHOULD BE MADE TO 'CEMENT, 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
CONCRETE & AGGREGATE AUSTRALIA - GUIDE WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
TO CONCRETE FOR HOUSING 2007, PATHS AND STORMWATER LINE) AND GRANULAR BACKFILL
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS AND PATHS, JULY 2006'. SITE ONLY IF INDICATED ON THE PLANS.
Existing
Highset THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
SITE PLAN House OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
ABOVE FINISHED GROUND LEVEL, ONLY IF
1 : 200 INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
FINGAL 271 ASPECT HOUSE
CLIENT: PROJECT: PROPOSED RESIDENCE 2 A3 * RW RW PRELIMINARY DRAWINGS 28/09/20 THEY ACCURATELY DEPICT THE HOUSE FOR
CONSTRUCTION.
RACHEL McGREE JOB NUMBER: A RW FACADE CHANGE & GENERAL AMENDS 20/10/20
(MODIFIED) PLANS LOT 620 ON P93121 GJGSCN190246 B
AK
AK RW SITE AMENDMENTS 12/11/20
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJG NOOSA PTY LTD HAMPTONS FACADE 11 JABIRU STREET SALESPERSON:
DRAWING TITLE:
QLD QLD PEREGIAN BEACH, QLD CHRIS McNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN 20/10/2020 BUILDER SIGNED: ............................. DATE: ..........
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