Original source · versioned page text
Development Application part 2 of 2 Report/Plans MCU11/0198
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn\J
Place Barcode here III
S0046916
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part a Of oZ
Application number : MGV l l 0 lad
C 'Do-nicuts and Settings\eje\Desktop\Multi Part Record Cover Sheet NEXT PART (3) doc
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 20 pages
Page 2
rcrso' 1 157'Sr 1
1
SUSTAINABLE PLANNING REGULATION 2009
MAP OF REFERABLE AREAS (ADVICE)
Development applcaeons made under the Sustainable Planning Act 2009
Requested By: [email protected] AU must tie relerred to DE RM of the Subfed lot is dentiRed as sharing
Date: 23 Sep 11 Time: 10.3 7.38 a cpmnon boundary with a heritage place or is in or wider I Win of
a conaarvason estate and meats the critera required under
Centered on Lot on Plan: Schedule 7 of to Sustainable Planning Regulation 2009.
Conservation Estate 5 RP227335
Information mown on this map includes current data for consenvaion
Heritage Places estate and heritage places as required under Schedrde 7 of to
Sustainable Ptannrq Regulation 2009. Al datasets are updated as
100 metre butler they become available to provide the most current information as of
to date shown on this map.
/V Subject Lot
Roads Line work for to referable areas has been compiled at a variety of
Mapinlo Australia Ply Ltd 2010 scales and should be used as a guide only. Consideration of the
effects of mapped scale is necessary when interpreting the data.
Cadastral Boundaries Buffer area shown is equivalent to approximately 100m from the
Property boundaries shown are provided Queensland boundary of the subject lot.
as a locational aid only. Government
Disclaimer: Whilst every rare is taken to ensure the accuracy of this
e Towns product, tie Oueensland Government and Australian Government and
Maplnfo Australia Ply Ltd make no representations or warranties about
its accuracy, reliability. completeness or suitability for any particular
purpose and disclaim all responsibility and all liability (including
without limitation, liability in negligence) for all expenses, losses,
damages (Including direct or consequential damage) and costs which
might be incurred as a consequence of reliance on the product, or as
a result of the product being inaccurate or incomplete in any way and
for any reason.
This scale bar is approximate only
Horizontal Datum: Geocentric Datum of Australia 1994 (GOA9e)
This product Is unprotected and is not suitable for measuring rislancas
Page 3
REGROWTH VEGETATION MAP - Version 2.1
Vegetation Management Act Essential Regrowth Requested By: [email protected] T.AU Labels for Vegetation Management Act Essential Regrowth Habitat
Habitat with example label number Date: 23 Sup 11 Time: 10.40.17 are centred on the sutyect lot.
Labels correlate to the label field in the attached essential
Great Barrier Reef Wetland Protection Area
Centered on Lot on Plan: regrowth habitat database.
High value regrowth vegetation containing 5 RP227335
Endangered regional ecosystems The h 1h vak* re rowth, regrowth watercourse, other watercourse,
Great Barrier Reef wetland protection area and essential regrowth
High value regrowth vegetation containing habitat data shown on this map are representations of the preliminary
Of Concern regional ecosystems data.
High value regrowth vegetation that is a Some watercourse lines are derived from GeoScience Australia
Least Concern regional ecosystem 1:250 000 napping.
Remnant Vegetation
For further information go to the website:
IReler to the Vegetation Management Act Regional http9AVww.derm.gtd.govau or contact Vegetation Management,
Ecosystem and Remnant Map also available from the Department of Environment and Resource Management
Department of Environment and Resource Management
wcbsitc for further information on these areas)
Non-remnant
Q PMAV Category X area Queensland
GevCrnmcnt
Regrowth watercourse IStream order shown as
black number against stream;
N Other watercourselStream order shown as LOCALITY DIAGRAM
black number against stream where available)
N Subject Lot
Roads
' Pitney Bowes Business Insight 2011
Areas covered by a Property Map of Assessable
Cadastral line Vegetation (PMAV) are represented on the map
Property boundaries shown are
provided as a locational aid only. attached as Page 2 to this Regrowth Vegetation
Map and provided with it.
• Towns
Page 4
Property Maps of Assessable Vegetation (PMAVs)
Requested By: [email protected] The PMAV data shown on this map are a representation of the data used
Date: 23 Sep 11 Time: 10. 40.19 to create certified PMAVs. Variations may occur between PMAV
boundaries and cadastral boundaries. PMAV data incorporates cadastral
Centered on Lot on Plan: boundary data as at the time of certification of the PMAV. The
5 RP227335 cadastral boundaries shown on this map may have shifted relative to
the PMAV boundaries as more accurate cadastral boundary data have
Property Map of Assessable Vegetation become available.
Vegetation Category Area
AM datasets are updated as they become available to provide the most
Category A area current information as of the date Shown on this map.
Category B area
For further information go to the webe te:
Category C area httplAvwwAerm.gld.gov.awnegetabonhtdex JMmt
or contact Vegetation Management. DeparlneM of Enviom ant
I Category X area and Resource Management
Area that is subject to other PMAVs or, if no
PMAV exists, a regional ecosystem map, rennant
map or regrowth vegetation map
/"/ Subject Lot
Queensland
Roads
Cwvernrncnt
Pitney Bowes Business Insight 2011
cadastral line
Property boundaries shown are LOCALITY DIAGRAM
provided as a locational aid only.
• Towns
Page 5
Vegetation Management Act Regional Ecosystem and Remnant Map-Version 6.1
Remnant vegetation containing endangered Based on 2006 Landsai TM imagery
A remnant map covers areas not covered by a regional ecosystem map.
regional ecosystems Requested By. [email protected]
Remnant vegetation containing of concern Dare: 23 Sep 11 Ti- 10.41.32 Defined map areas Sr. labelled with is regional ecosystem (RE) code
regional ecosystems along with the percentaqe breakdown it more Man one RE occurs within
Centered on Lot on Plan: the area. Detailed definitions of regional ecosystems are available
Remnant vegetation that is a least concern 5 RP227335 from www.dermqId_qox.au/RE DO. Defined map areas smaler than She
regional ecosystem may not be labeled.
Bidegion: Southeaal Oueendard
Remnant vegetation under Section 20AH of the VMA Regional ecosystem firework has been compiled at a scale or 1:100 000.
Non-remnant except in designated areas where a compilation sale of t:50 000 is
available. Unework should be used as a guide only The positional
Plantation Forest accuracy of RE data mapped at a scale of 1:100 000 is •r•100 moves.
The extent of remnant regional ecosystems as or 2006, de aid on this
Dam or Reservoir map is based on recalled 2006 Landsal TM snapery I
Remnant Vegetation by the Statewide Lardcover and Trees "is LATS), IarFSnt of
Environment and Resource Management )DERM)).
PMAV Category X area
Great Barrier Reel Wetlands
Some watercourse arse are derived horn GeoScience Australia 1:250000
mapping.
Vegetation Management Act Essential Habitat
Disclaimer:
For further information on VMA Essential Habitat, Queensland While every care is taken to ensue the accuracy of this product. to
please see the attached VMA Essential Habitat map. Government Department of Environment and Resource Management and Maplnfo
N Subject Lot Australia Ply Ltd, makes no representations or warranties about its
accuracy, reliability, completeness or susabrfiry br any particular
N Watercourse )Stream order shown as black purpose and disclaims as responsibility and all lability (including
number against stream where available) without limitation, habrkry in negligence) for as expenses, losses,
damages (including indirect or consequential damage) and costs which
Binragion boundary you might incur as a result of the product being Inaccurate or
N Roads incomplete in any way and for any reason.
Pitney Bowes Business Insight 2011
All datasets are updated as they become available to provide the
\! National Park, Conservation Area State Forest most current information as of pre date shown on this map,
and other reserves
Additional information Is required for the purposes of land clearing or
N Coclastral line assessment of a regional ecosystem map or PMAV applications. For
Property boundaries shown ore further information go to the web she: www.derm.gld.gov.suNegetation
provided as a locational aid only. or contact the Department of Envirorvrenl and Resource Management.
• Towns Digitalis gional ecosyysstem data is available in shapete format, for Lot
on Plans from www.derm.gld.gov.au/REDATA or from DERM lot larger
areas.
Horizontal Datum: Geocentric Datum of Australia 1994 (GOA94)
c ihn talale rstO ill.. wi.rd, SO11
Page 6
Vegetation Management Act Essential Habitat Map Version 3.1
Remnant vegetation containing endangered
regional ecosystems Requested By: [email protected]
Remnant vegetation containing of concern Date: 23 Sep 11 Time: 10.41.35
regional ecosystems
Centered on Lot on Plan:
Remnant vegetation that is a least concern 5 RP227335
regional ecosystem
Labels for tine Vegetation Management Act Essential Habitat are centred
Remnant vegetation under Section 20AH of the VMA on the subject lot (1.firm surrounding and Incltidir.g a Lot on Man).
Non-remnant Labels correlate to the label held in the attached essential habitat
database.
Plantation Forest
Regional ecosystem knework has been compiled at a scale of 1:100 000.
Dam or Reservoir except in designated areas where a compilation scale of 1:50 000 is
Remnant Vegetation available. Linework should be used as a guide only. The positional
accuracy of RE data mapped at a scale of C 100 000 is •,-100 mesas.
PMAV Category X area The extent of remnant regional ecosystems as of 2006, depicted on this
map is based on rectified 2006 Landsat TM imagery (supplied by
Vegetation Management Art Essential Habitat SLATS. Department of Environment and Resource Management).
Vegetation Management Act Essential Habitat Species Records
Disclaimer:
Queensland
N Subject Lot While every care is taken to ensue the accuracy 01 this Product. the
&iinrrnlncnt
Department or Environment and Resource Management and Maphdo
Roads Australia Ply LId, makes no representations or warranties about its
Pitney Bowes Business Insight 2011 accuracy, reliability, completeness of suitability for any particular
National Park. Conservation Area State Forest purpose and declarms as responsibility arid am liability, (including
wiequt Imtation. liability in negligence) for as expenses. losses.
and other reserves damages (includng indirect or consequeneal damage) and coats which
Cadastral line you might incur as a result of the product being inaccurate or incomplete
Property boundaries shown are in any way and for any reason.
provided as a locational aid only.
All datasets are updated as they become available to provide the
• Towns most current information as of the date shown on this map.
Additional information is required for the purposes of land clearing a
assessment of a regional ecosystem map or PMAV applications. For
further information go to the web site: www.derm.gld.gov.auNegetalion
or contact the Department of Environment and Resource Management.
Digital regional ecosystem data is available in shapeae formal, for Lot
on Plans from www.derm.gld.govauIREDATA or from DERM for larger
areas.
Horizontal Datum: Geocentric Datum of Australia 1994 lODA941
c Tice State W Oiaristard, 3011
Page 7
SITE INVESTIGATION REPORT
H eltecl
INLb uS
DATE: 24 January 2011
PREPARED FOR: Coral Homes
SITE ADDRESS: Lot 5 (#528) Black Mountain Road
Cooroy
CUSTOMER JOB #: J20374
HELTECH JOB #: 28955-COR
PREPARED BY: Heltech Industries
Page 1
Page 8
!ce Jib fro.: zv374.= Hetech Job No: 28255 COR
SITE INVESTIGATION REPORT
Date: 24 January 2011
INDUSTRIES
Client: Coral Homes
Site Location: Lot 5 (#528) Black Mountain Road
Cooroy
1,0 SITE INVESTIGATION RESULTS s'^C^a ^ccr m- ^ `AS2S'o o
1.1 Characteristic Soil Surface H [] Problem Site
Movement Equivalent to
1.2 1 ^Iss 1.8 BH#1 I Depth 0.8 Ys= 5
1.3 Site Cost Code /4
1.4 Wind Classification N3 (W 1) _ ^!
In accordance with AS4055-2006
1.5 Vehicle access to site Good 1.8.3 Fill suitable as founding material No
1.6 Site drainage status Good 1.9 Rock Encountered which may No
affect excavation
1.7 Retaining walls required and
Engineer designed (if yes, show 1.10 Pad scarifying will be required
locations at 6.0)
1.8.1 Fill Batter to be constructed (in 1:2 1.11 Under Slab Services to be -Yes
accordance with BCA Part 3.1 suspended
Table 3.1.1.1) not steeper than:
1.12 Slope Stability Assessment will 7 s
be required
1.8.2 Fill onsite No
1.13 Fire Ant Area No
Fill to be placed Yes
NOTE:
This soil report is for the exclusive use of the client nominated and on the conditions that it is applied o.n.!v to Heltech Indust•ies recognsed engineers
No other person is authorised to use this report for any purpose without the written consent of Hettec° Ir:. as
Page 2
Page 9
,b b Aln = -J2037 relt ^h Job N : 28965-COR
2.0 INSPECTION OF NEIGHBOURHOOD
2.1 Presence of Rock No
is surface rock visible on this site or on adjoining lots, or is rock visible in nearby
excavations? (If YES, show locations at 6.0).
2.2 Existing Masonry Buildings No i Type: N/A
Is there significant cracking of existing masonry walls?
r ---
2.3 Indicators of MOVEMENT in the following: No
Roads, Kerbs, Pavements, Masonry Fences, and/or Ground Surfaces
Is there significant movement in any of the above?
2.4 Road Cuttings and other Excavations IA
An inspection of the above in the area indicates that generally the soil profile is..........
3.0 INSPECTION OF SITE
3.1 Identification of the LOT Checked
The site has been identified as the Lot marked by the Client on a copy of the registered subdivision
plan or it has been verified that the site is the correct Lot
3.2 Site Status - Platform and Slope is:
3.2.1 Natural Site O Slope = 10 1° Fall direction SW to NE
3.2.2 Developers Platform 0 Slope = Fall direction
The builder is responsible to provide certification to
Local Authority Fill should be Level 1 certified,
compacted and tested in accordance with AS3798-1996.
Controlled fill to be certified in accordance with AS2870-1996.
3.2.3 Builders / Home Owners Platform 0 Slope = Fall direction
3.3 Are there any Retaining Walls supporting this site? C No
(if YES, show locations at 6.0).
3.4 Are there any trees (or removed trees) affecting this site? Large Trees on Site
(if YES, show locations at 6.0).
Page
Page 10
Client Job No.: 374
1
4.0 SITE ANALYSIS
em ving that would IlKery ettect
4.1 Extremely reactive soil Yes
4.2 Fill containing wood, metal, plastic or other deleterious materials
Previous land use - BANANA FARMING
4.3 Deep fill (>400mm to fill) Yes
4.4 Soft or collapsing soils
4.5 Floating boulders No
4.6 Rock (difficult excavation)
4.7 Residential allotment (<1000m2) with over 1.6m fill No
4.8 Rural allotment (>1000m2) with over 2.4m fill No
4.9 Underground flowing water and/or seepage evidence No
4.10 Erosion
4.11 Mature trees Yes Onsite/ Adjoining Site
4.12 Marine environment or other risk of corrosion No
Page 4
Page 11
-2- H i t, th 25' SFOR
.0 FIELD RECORD OF TEST BORING AND/OR IN SITU TESTING
Bore Hole 1 re Hole 2 B ore Hole 3 CP)
Depth L, I S ^eot7 j Depth
Im) DCP Soil Profile (M, DCP Soil Profile (^ (m)
0.0 2 NAT: SANDY SILTY CLAY (CH) 0.0 1 NAT: SANDY SILTY CLAY (CH) 0.0 1
2 Orange mott grey 1 Orange mott grey 2
2 Moist, Firm 2 With some small cobbles and gravel 4
3 2 3
4 Grey mott orange 0.5 2 0.5 6
7 With some mall cobbles and gravel 4 Grey mott orange 5
9 Moi ery 3 Moist Ulf o Ha to
10 4 17
7 7 17
1.0 7 1.0 7 1.0 7
6 8 7
6 11 END [email protected] 12
6 11 UTP By Hand Auger 14
7 14 15
7 1.5 18 1.5 20
14 Becomes hard 23 16
16 24 11
12 35 10
13 30+ 10
16 2.0 UTP 2.0 12
30 ( ROCK (X1A^ 25
20+ 32
20+
20+
2.5 20+ 2.5 2
20+
20+
20+
20+
3.0 UTP 3.0 3.0
END BORE C 3.OM
Stopped drilling due to ROCK (XW)
3.5 3.5 3.5
4.0 4.0 4.0
Note: DCP = Dynamic Cone Penetrometer blow counts (blows/100mm). UTP = Unable to penetrate.
For SAND correlation between Density Index &
TABLE 5.1 TABLE 5.2 For SILTS & CLAY correlation between Cu 8 Penetrometer results
Penetrometer results
DENSITY Density Index Approx DCP Blow Count Undrained Shear Strength Approx DCP Blow Count
CONSISTENCY Term
Term (%) (blows/100mm) (kPa) (blows/100mm)
Very Loose <15 <1 Very Sc"t 0-12 <1
Loose 15-35 1-3 Soft 12-25 1-2
Medium Dense 35-65 3-9 Firm 25-50 2-3
Dense 65 - 85 9-15 of 50 -100 3-5
Very Dense > 85 > 15 Very Stiff 100 - 200 5.8
a > 200 >8
Page 5
Page 12
50:' FIELD RECORD OF TEST BORING AND/ OR IN SITU TESTING
Depth Depth epth
(m) DCP Soil Profile (m) DCP Soil Prof:e (m)
0.0 1 NAT: SANDY SILTY CLAY (CH) 0.0 1 NAT: SANDY SILTY CJ,Y (CH) 0. 0
2 Grey matt orange 2 Grey matt orange
3 Moist. Soft 3 Mast, Soft
4 2 Orange mod grey
5 Orange molt 0.5 2 Moist/ 05
6 Moist, Ver^Sti^ 3 `J
6 2 Grey mott orange
5 2 With rse gravel
10 Grey mott orange 2 Ma Firm
1.0 27 With some coarse gravel 1.0 2 1.0
23 Moist, Hard 5
14 END BORE ©1.2M 4
15 UTP BY HAND AUGER 5 END BORE © 1.2M
18 6 UTP BY HAND AUGER
26 1.5 10 1.5
30 6
25
28 12
30 18
o• 2.0 20 2.0
UTP 21
to
12
15
2.5 2.5 22 2.5
25
2e
30
20•
3.0 3.0 3.0
3.5 3.5 3.5
4.0 4.0 4.0
Note: DCP = Dynamic Cone Penetrometer Wow counts (blows/100mm). UTP = Unable to penetrate.
For SAND correlation between Density Index & TABLE 5.2 For SILTS & CLAY correlation between Cu & Penetrometer results
TABLE 5.1
Penetrometer results
DENSITY Density Index Approx DCP Blow Count Undrained Shear Strength Approx DCP Blow Count
CONSISTENCY Term
Term (%) (blows1100mm) (kPa) (blowsl100mm)
Very Loose < 15 <1 Very Soft 0-12 <1
Loose 15 - 35 1-3 Soft 12 - 25 1-2
Medium Dense 35 - 65 3-9 Firm 25 - 50 2-3
Dense 65-85 9-15 tiff 50-100 3-5
^;D^<a >>s >,c '!'C-20O 5-E
Page 6
Page 13
Client J!jb No.: 2337i Heitech Job ho: = 28955COR
6.0 LOCATION OFBOREHOLES
The location of bore^oles are marked and numbered as set out on the following site sketch. (Not to Scale)
Fall greater than 10°/n
--- lore -- ----------- Black
------- -- Mountain road
-6m Proposed retaining walls or fill batters 1:2 01
2m 2m
3m I,
Fill 2m ,^-- 2m
- - - - - --
Proposed m
-6m 7m
cut 7m ^r: I '^j;• -32m
• 12m 2rt^ • to boundary
3m
5 -45m
9.5 ° 10 0
Fall
-1 ore
Gate
Access Road
Over-head power h^er:
7.0 COMM ENTS & RECOMMENDATIONS
_/, J.d 1 Jl Eno. e apwr.. 'ro! s - :JCS!
7.2 All Retaining Walls to be a minimum of 1500mm from slab edge (in both top of fill & bottom of cut situations) unless
otherwise noted on the drawings.
7.3 The Building platform is to be self draining.
7.4 Site Notes: . Due to recent heavy rains and the slope of the block it is recommended that a slope stability assessment be
carried out. Borehole measurements taken from the pegged out house boundary.
8.0 CERTIFICATION
tac a:u f e ow is to ce t fy tha..7is repc7 ras Geer com,l ed r accordance w th ",cstraLar Standards AS28 i
1996; AS1726- 1993; & AS3798-1996.
Signed: 31-January-2011
James Tayler R.P.E.Q. 1407, MIE # 1183582 - Supervising Engineer Employed by Heltech Industries Pty Ltd
Page 7
Page 14
Ciient Job Nc.: ' Z`1`74' re fech"Job No:. 2855 :COR
TERRAIN CATEGORY SHIELDING CLASSIFICATION
Area used to determine category - 500m radius Area used to determine category -100m radius
Houses / Trees > 3m tall Houses I Trees > 3m tall
TIC 25=25to 10per hectare PS 2.5 to 10 per hectare
NOTE: A hectare =100x100m (2 football fields side by side)
NOTE: Select this box if the only form of shielding is TREES
500m = 2 grids in'JBD
TOPOG IC CLASSIFICA` i,
NOTE: The least
shielded of these
three areas will
determine the
shielding
classification.
•-• - - I • ADDITION r i.t CLASSIFICATIDNS
Average Slope of Max height of
L Near bottom M Near middle 0 Over top Maximum Average
E e or N ear top 113 of hill F-sca dge or
113 of hill 113 of hill escarpment only Slope
Escarpment
scarp Esca rpment
<10% (<5.7°) T1 T1 T1 T1 Any Height <10%(<5.7°)
10%<14% 10%<14%
Ti T1 T2 T1 <25m
) (5.7 ° <7.6 ° )
. < 1. 3
16
0o Ti T1 T3 TI <20m
"-4
20%<33% 20%<33%
Ti T2 T4 T2 <15m
(11.3°<18.4°) (11.3 ° <18.4 ° )
>33% (>18.4°) T1 T3 T5 T3 >33% (>18.4°)
HIGHLIGHT RELEVENT CLASSIFICATION
NOTE: (2) The first 2 rows of houses adjacent to permanent open seas such as parks, airfields,
(1) Cleared areas up to 1 wide do not Berate the Terrain Category. Cleared areas
etc. Greater than 50mx50m give an NS Classl6ca6on.
(eg. Roads) up to 50m wide e do not Berate the shielding Classification.
REGIONS A & B - NON-CYCLONIC
Ter Cat
C
W28N I W33N W33N W33N W33N W41 N W41 N W 33 N W41N W41N W41N W41N W50N
N1 N2 N2 N2 N2 NO N3 N2 N3 NO N3 N3 N4
W33N I W3^.N W 41 N W41N W33N W41 N W41 N W41N W41N W50N W41 N W5ON W50N
TC2.5
N2 N2 NO N3 N2 N3 N3 NO NO N4 N3 N4 N4
W33N W 33 N W41N W41N W41 N W41 N W41 N W41N W50N NV50N W 50 N W50N W50N
N2 N2 N3 N3 NO N3 N3 NO N4 N4 N4 N4 N4
W41N W41N W41 N W50N W41N W 50 `; W SO N WSCN W50N W50N W50 N W50N W50N
NO NO Na N4 N3 N4 N4 N4 N4 N4 N4 N5 N5
W41 N W41 N W41 N W-%N W41 N W50N W 50N W 50 N WSON W50N W50N W60N W60N
N2 NO NO NO N4 N3 N4 N4 N4 N4 N4 N4 N5 N5
W41 W41 N W41 N W5ON W50N W41N W50N W41 N W50N W 50 N 'A? 60N W50N W50N W60N
NO NO N4 N4 N3 N4 N4 N4 N4 NS N4 N5 N5
W41N W4, N W50N W 50 N W50N W50N W 60 N WSON W60N W60N W 60 N W 60N W70N
NO NO N4 N4 N4 N4 N4 NS NS N5 NS N6
W50N W5ON W60N W60N Vv50N W60N W60N W 60 N W60N W 70 1, W 60 N W70N W70N
N4 N4 N5 N5 N4 N5 N5 N5 N5 N6 N5 N6 N6
Page 8
Page 15
DOOR O LS DOOR _0/i
TERMITE RESISTANT 4/870 3675 4/720 3075
BUSHFIRE ATTACK LEVEL 12.5 TIMBER FRAME 3/870 27753/720 2325
PLEASE REFER TO CONTRACT 2/870 1875 2/720 1575
AND TRUSSES.
DOCUMENTS FOR FULL DETAILS
N3 =314 /820 34754/620 2675
-
3/820 2625 3/620 2025
2 820 17752 620 1375
o 4/770 3275 4/520 2275
32075 1502 2126 1502 6755 3/770 2445 3/520 1725
M3!2/770 1675,2/520 1175
8675 10400 230 4670 230 2143 2193 2193 225
300 Fi
225 2556 2556 2556 2506 964 2280 1,895 0 3015 70 36170 230
70 L 70 1 GCHEN DWG WALL
7 5800 70 1500 1500 11 1500 C 0 5846
11 11 1 380
70 801920 1050 0
11 '1 '1[ L11 I
100 X 100 BLNCN0U1T
TIMBER POSTS
TIMBER DCWNPIPE ON POST
45 F7 CCA PINE VERANDAH SLAB F ON TO DETAIL 1
VERANDAH EEAAI. gY OWNERS I ON SHEET 6.
PLAIN STEEL TROWELED P N STEEL TROWE LED
REIN CONCRETE SLAB R N. . CONCRETE SLAB
MiGRAIED WITH MAIN 0 TOO 0 100 BLACKBUTT INTEGRATED WITH MAIN
---
---
-------^^------- -----------------
- F- - - * - -
HOUSE 9A TIMBER POSTS USE SLAB
Fr'-- 1 / 11 I
FA FAN
0 VERANDAH do,v_LRA!00Hj ,' I
950 2510 REIN. C ONCRE TE SLAB 1860
1550
1 . HOUSEASSLABWRH MAIN I'
2121 5'
S'( Q -/ OXXO 2121 'S SO j 1 D.P 0615 FXO ;GAS,TTL
5Dmm I550L LAMN BENCH DININCs
0
SE1DOWN WITH NO CBRDS UNDER 6ED iii I
1050 x 830
FAMILY APPRDC. ?CSiTICN OF-
NON.. SCR
Wa.uVOUlCT COTI(SUNE.
CANOPY
GA RAGE
u R'H000
50mm - 450 HIGH PW'IER-
Robe 900 x 900 S-LTDCWN BOARD DWARFwuL.
NOM. SHR. REFER TO SHEET 6. 0
Linen FOR FRAMING DETAIL
SHED SUPPORTS
8201 4800W 1600) DREAD SECRONA WHERE SHCNN.
DOOR WITH AUTO CONTROL ENTRY
BEAM TIPS AS PER LIMB BEAM TYPE AS PER TIMBER I
HEDULE - SHEET I SCHEDULE - SHEET 8 PORCH
O.P 2121 'S' 1 ^ pr gr ar
-O0E SH 600H X BOON F EATURE LI700 x 900 900 VANITY WITH
AT 1700 WITH C.P SHELF 0 1200 HIGH NON. SHR. SEMI-RECESSED BOWL
HANGING RAIL (WIDER .
6190
WEATHERBOARD CLADDING 175mn
INSTALLED TO MANCACTURERS HF"HFRN:r'C CLADDING 175mm
DEALS, REFER TO SHE7 6C "pI FB TC 'AMLIFACTURERS
T' ' RL V TO SHEET 6C.
0 2120
33810
43960
DIMENSIONED ELEVATIONS
FLOOR PLAN MODIFIED
BARONESS 274
LAYOUT (1:150) DESIGNER FACADE
LEGEND 's. SPECIAL WINDOW (SHEET ROOF) NOTES CLIENTS
F.R.C FIBRE REINFORCED CEMENT XO SLIDING PANEL RED PANEL WRITTEN DIMENSIONS WILL TAKE PRECEDENCE 2400mm HIGH CEILINGS TO HOUSE. P. & F. BROAD & A. & A. LINDSEY
ACTIVE ACTIVE 3OCR TO ENTRY DOUBLE DOORS M/F POWDER COAT D ALUM. FLASHING LOT 5 BLACK MOUNTAIN ROAD
OVER SCALE. 2/ 5-STAR HEAT PUMP H.W.S. AREA:-
RE FRIDGE PROVISION BAY BAY WINDOW
W.0 . WALL OVEN TOWER FED FEDERATION BARS TO WINDOWS ALL INTERNAL DIMENSIONS STATED ARE GAS CONNECTION TO COOKTOP 000ROY
FRAME SIZE - EXCLUDING LININGS. & BAYONET POINT
LIVING:- 285.06m2 FINAL SIGNED COPY
MW MICROWAVE PROVISION COL COLONIAL BARS TO WINDOWS ALL WINDOWS TO BE SLIDING U.N.O. EXCHANGE GAS BOTTLE/S BY OWNERS.
D.W DISHWASHER PROVISION V.S 0 VINYL FACED SLIDING ROBE DOORS
4/530mm WIDE PAINTED PYNE80ARD 1000mm MAX TO OPENINGS. 1500mm MAX TO GARAGE:- 67.76m2 I/WE ACCEPT THAT THESE PLANS ARE THE FINAL
WORKING DRAWINGS THAT SUPERSEDE PRELIM.
B.BAR BREAKFAST BAR M.S.D MIRROR SLIDING ROBE DOORS IGNITION SOURCE PORCH:- 1.18m2
W.M. WASHING MACHINE PROVISION F.S.D. FACE OF WALL SLIDING DOOR (PELMET) SHELVES TO PANTRY. ADDIHAVE CHECKED THAT ANY ALTER-
PLANS & I/WE
4/300/380/530/600mm WIDE PAINTED VERANDAH:- 39.00m2 ATIONS OR TIONS ARE SHOWN. DRAWING E L END.
SHR. SHOWER C.S.O. INTERNAL CAVITY SLIDING DOOR
M.H. 600 x 600 MAN HOLE SO SET 3000 SQUARE SET P'BOARD BULKHEAD PYNEBOARD SHELVES TO LINEN CUPBOARDS. PATIO 1:- 18.72m2 THESE PLANS ALSO FORM PART OF OUR
R2.5 INSULATION BATTS TO INTERNAL CEILING THE COPYRIGHT IN THIS SET OF DRAWINGS CONTRACT BETWEEN THE PROPRIETOR FLOOR PLAN LAYOUT I J20374
DP. DOWNPIPE 820 SIZE OF TIMBER DOOR (WIDTHi PATIO 2:- 12.16m2 & CORAL HOMES.
HWD HARDWOOD TIMBER 21-18 SIZE OF WINDOW (2100H X 1 00W) SPACE OF HOUSE INC. VERANDAH (EXC. PATIO 1/2). IS OWNED BY THE CORAL HOMES GROUP.
Built on trust SCAIL:: 1:150 DATE: MSP-F: 1-6--C27
-1
R.B.M TO ALL EXT. STUD WALLS INC GARAGE. THESE DRAWINGS MAY NOT BE REPRODUCED CR:25-08-11
OBS OBSCURE CLASS P.C.J. PLASTERBOARD CEILING CONTROL JOINT COPIED / DEALT WITH IN ANY MANNER TOTAL AREA:- 423.88m2 ^DRAWN- J^L
ALL R.B.M. REFLECTIVE BUILDING MEMBRANE R.B.M TO ENTIRE ROOF AREA - - - - - - - - - - - - - - - - - - - - - - Coral Homes TEAM: I
D/H DOUBLE HSSNGTOWINDOW 0 LOCATION OF SMOKE ALARM. SHEET METAL ROOF WITH ROOF VENTILATOR. WHICH INFRINGES THE EXCLUSIVE RIGHTS OF
THE CORAL HOMES GROUP AS PRESCRIBED
PER. LENGTH:- 110.60m PROPRIETO&-S{GNATURE PROPRIETOR SIGNATURE 36 Laver Drive, Robina 4226 SHEET 1 OF 8
LOWER SECTION SLIDING PANEL 20' PITCH TO ROOF WITH 60OW EAVES ROOF AREA:- 504.52m2
L.S.
SL
S/D
GLASS SIDELIGHT PANEL
GLASS SLIDING DOOR (EXTERNAL)
(TO0 PART
COMPLY W H B.C.A CLASS i &
3.7-2 & WITH A.S 3786. (NOTE: ANY UNDER EAVE ROBES WILL
HAVE 530mm WIDE HANGING DEPTH).
BY THE COPYRIGHT ACT 1968, WITHOUT
THE EXPRESS WRITTEN AUTHORISATION PER. LENGTH:- 120.33m A TTC ____
ERS SIGNATURE
THESE PLANS REMAIN
CCPRIGHT OF THE
CORAL HOMES GROUP
P.O. Box 4627, Robina Town Centre 4230
B.S.A LIC. No. 1014053 (OLD)
U.S.C LIC. No. 62084C (NSW)
C THE CORAL HOMES GROUP
OF THE CORAL HOMES GROUP. ALL RIGHTS RESERVED.
Page 16
AREA:-
TERMITE RESISTANT LIVING:- 285.06m2
TIMBER FRAME 32075 GARAGE:- 67.76m2
AND TRUSSES. PORCH:- 1.18m2
13000 VERANDAH:- 39.00m2
PATIO 1:- 18.72m2
PATIO 2:- 12.16m2
225 2510 2510 2510 2510 2510 25
TOTAL AREA:- 423.88m2
230 3600 70 6000 70 3000 70 3000 70 PER. LENGTH:- 110.60m
I ROOF AREA:- 504.52m2
PER. LENGTH:- 120.33m
100 X 100 BLACKBUTT
TIMBER POSTS DOWNPIPE ON POST
190 x 45 F7 CCA PINE VERANDAH SLAB REFER TO DETAIL 1
VERANDAH BEAM. BY OWNERS. ON SHEET 6.
co C14
^ N O
------_ 0.P------- ----------------- D.P
- - ---r------ - - - - - - - -------------- I
BAiTS&FA,
Lo VERANDAH LTO v_ERALQAH
o 00 PLAIN STEEL TROWELED 090I , 15t
rr7
> N
1 950 2510 REIN. C ON CRETE S 1860 - 1, 1550
-
N
WIT H MAIN
INTEGRATED WIT
II HOUSE SLAB
2121 'S' ®21 2988 S/D OXXO 2121 'S' Q I D .P 0615 FXD ',GAS OTL$
0 0 0 0 oM LOAD BEARING LOAD BEARING LOAD BEARING 820
N N N N N DP
Kr
00 RUMPU BED SETDC'NN
C=) BED (o
LO
° 900 VANITY WITH
SEMI-RECESSED BOWL
SINGLE
60 WIDE SHELF ` i
o SHELF SUPPOR T S
T 1700 WITH C.P
HANGING RAIL UNDER. 11z_ .
GARA GE
co WHERE SHOWN. 70
N r-
0
r7 1
770 770 DETAIL B(ii)
SHEET 6. 60OW SHELVES Robe 900 X 900
0 C) m NOM. SHR.
CD O so B'BAR Linen
M
oo W
O
0 O 0 N
D.P E^,N5 F v
rBARU a$ 820
B^^^
r - ---((----))
MODIFIED
a 0 W- I. L REFS 'HEAD SECTIOMNAL LD0 BARONESS 274
0
8 WET BAR DESIGNER FACADE
o o L NEN <o 8 M TYPE AS PER TIME R FINAL SIGNED COPY
rn SHELF CHEDULE SHEET
^2 EF.1210
I/WE ACCEPT THAT THESE PLANS ARE THE FINAL
2106 D/H pP ------- } D.P WWORKING DRAWINGS THAT SUPERSEDE PRELIM.
D,p ®1015 PLANS & I/WE HAVE CHECKED THAT ANY ALTER-
- ATIONS OR ADDITIONS ARE SHOWN.
Ix - - - - - - S ' OBS©
1700 x 900 4- THESE PLANS ALSO FORM PART OF OUR
600H X 30OW FEATURE TIMBER JAMBS TO^ CONTRACT BETWEEN THE PROPRIETOR
NOM. SHR. SIDE OF GARAGE DOORS
SHELF 0 1200 HIGH & CORAL HOMES.
6190 2030 1460 850
PROPRET -GNATURE PROPRIETOR SIGNATURE
WEATHERBOARD CLADDING 175mm 11 1HWSf PANS RRIJA;N
INSTALLED TO MANUFACTURERS
DETAILS. REFER TO SHEET 6C. BUEDERS SIGNATURE CORALHDUES CROUP
70 70 CLIENTS
230 3600 70 30 900 3400 1070 1030 900 1000 0 P. & F. BROAD & A. & A. LINDSEY
140 B'BAR ]Q LINEN 70 NIB LOT 5 BLACK MOUNTAIN ROAD
COOROY
230 1700 1760 70 1200 0 3200 1000 1560 1900 0 3000 70
W.I.R. LINEN
33910
FLOOR PLAN SCALE: 1:150 DATE, MSP-F: 10-02-11
DRAWN: _- CP: 25-08-11
LAYOUT (1:100) Coral Homes
36 Laver Drive, Robina 4226
PEAV
_ 1
SHEET 1A OF a
P.O. Box 4627, Robina Town Centre 4230
B.S.A UC. No. 1014053 (OLD)
B.S.C LIC. No. 62064C (NSW)
C THE CORAL HOMES GROUP
ALL RIGHTS RESERVED.
Page 17
FINAL SIGNED COPY
I/WE ACCEPT THAT THESE PLA'MS ARE iiE FINAL
1502 AREA:- WORKING DRAWINGS THAT SUPERSEDE PRELIM.
1502 2126 6755 PLANS & 1/WE HAVE CHECKED THAT ANY ALTER-
ATIONS OR ADD M NS ARE SHOWN.
LMNG:- 285.06m2
THESE PLANS ALSO FORM PART OF OUR
8675 10400 230 4670 2301 2143 2193 2193 225 GARAGE:- 67.76m2 CONTRACT BETWEEN THE PROPRIETOR
300 PORCH:- 1.18m2 & CORAL HOMES,
225, 2556 2556 2556 2506 964 2280 1,1,895 0 3015 70 3600 230 VERANDAH:- 39.OOm2
PATIO I:- 18.72m2
70 1Q 70 1 i ITCHEN DWARF WALL
PATIO 2:- 12.16m2
PROPRIETBIt'SICNANRE PROPRIETOR SIGNATURE
5800 70 1500 1500 I, 1500 5846 THESE
7 380 TOTAL AREA:- 423.88m2 rnpywuT OF RUM
BUILDERS SIGNATURE CORAL HOMES GROUP
70 80 920 0 1050 PER. LENGTH:- 110.60m
11 L. SHOWS ROOF AREA:- 504,52m2 MODIFIED
1 1 PER. LENGTH:- 120,33m BARONESS 274
DESIGNER FACADE
2118 'S' VIF
PLAIN STEEL TROWELED PLAIN STEEL TROWELED
REIN. CONCRETE SLAB REIN. CONCRETE SLAB
INTEGRATED WITH MAIN INTEGRATED WITH MAIN
HOUSE SLAB HOUSE SLAB
LOAD BEARING LOAD BEARING
CONSTRUCTION JOINT
UNDER GARAGE WALL
1550L LAMIN. BENCH
WITH NO C'BRDS UNDER
- 1050 x 830
FAMILY APPROX. POSITION OF
NOM.-SHR_ WALLMOUNIED CLOTHESLINE.
CANOPY
R'H00D
2/820 SMARTROBES
450 HIGH PLASTER- 1 75 STUD OPENING
BOARD DWARFWALL.
REFER TO SHEET 6. 0
FOR FRAMING DETAIL.
SHELF SUPPORTS -
WHERE SHOWN
ENTRY
BEAM TYPE AS PER TIMBER
SCHEDULE - SHEET 8.
600 WIDE SHELF 600H X 30OW FEATURE 1100 x 900 900 VANITY WITH
TIMBER JAMBS TO AT 1700 WITH C.P NOM. SHR.
SIDE OF GARAGE DOORS SHELF 0 1200 HIGH SEMI-RECESSED BOWL
HANGING RAIL UNDER.
WEATHERBOARD CLADDING 175mm
INSTALLED TO MANUFACTURERS
DETAILS. REFER TO SHEET 6C.
CLIENTS
P. & F. BROAD & A. & A. LINDSEY
LOT 5 BLACK MOUNTAIN ROAD
COOROY
CHECKE
TERMITE RESISTANT Coral Homes
TIMBER FRAME 36 Laver Drive, Robina 4226
P.O. Box 4627. Robina Town Centre 4230
AND TRUSSES. B.S.A LTC. No. 1014053 (OLD)
C THE CCRAL HOMES GROUP
B.S.C LIC. No. 62084C (NSW)
ALL RIGHTS RESERVED.
Page 18
SHEET VAl R"OF SHEET METAL ROOF
W17+ R.B.M FIBRE CEESNT CLADDING WITH R.B.M
OVER GARAGE DOOR.
®®Em®®
N.G.L- - - ®3E®®127
®LL11 ®®l u !
®®E3E®E3
am. TO ERr. SKIES)
ELEVATION 1. (WEST)
APPROX. POSITION
OF VENT FOR ROOF
SPACE VENTILATION
FACEBRICK
WITH RAX
----------------------
L-100 X 100 BLVX®IRT
ELEVATION 3e (EAST) TIMBER POSTS
N.G.L- -
liuwr!"Lo 11ficie12rr Schedule - lil'.t 2009
Method used for star credits: Min. 12m2 patio with ceiling fan -1 star
Sln to Storey Climate Zone: 2 (below 300w Altitude)
Building Fabric
Roof R-Value <bguiced
hoot MeleNl Wall Sheet
Hp0 Space Uwerallated 0.53
Gang Material 10mnRsslerboard
for h1.1141bn Foil - reflective/ anti-glare 0,00 2.70
Ceig insulation 10.5 Batts 2.50
Reduction Factor Less than l% of ceiling area 0.00
Total 3.03
External Walls
Wei pet BrbkVeneer(110mntbkwlh8sspace)
0 . 55
Internal Lining IOnm{Nsterboard
WAt SaaMtksl Fd - rel Incline / antigare 0.95
190
Will llsabtbn Wrle 0.00
Floor Concrete Slab On Ground 0.50
Total 2.00
Building Se3ling
AY 0ondillionoV Pb
$kyl4Nt NY Applicable
Coots 6Nkrdows IMnleclurers standard w eatherseals
Eahaul tan Standard leer to rangeh0od
Air Movement
E L E V Arlo *- -2 , (SOUTH)
OPB1M3 StZE 0
I 5 u
ROOM NAME u.(0 H W O-w Zu LL E C
BED 1 15.150 21 21 1 N N N 2.21 14.6%
B®2 11.8 5W 21 21 1 N N N 1.58 13.4%
Co"
BED 3 11.8 SW 21 21 1 N N N 1.58 13.3%
88)4 11.8 SW 21 21 1 N N N 1.58 13,3%
NOTES
COMMONAISAI
rrery.Ferreyxtch.
Suroomcining.
90.4 PO
SD
SW
21
21
21
184
_ 30
15
1
1
I
N
N
N
N
N
Y
N 3.44
315
1.13
17.
ROOF PITCHED AT 20' WITH
/4owtie%
Lounge SW 21 18 3 N N 405 600 WIDE EAVES UNLESS Built on trust
N N 1.13
90 3 90 F7 TREATED TIMBER POST NOTED OTHERWISE.
SW
SW
21
21
15
21
1
1 N N 1.58
N CONC. PAD FCOIDC -
REFER TO ENCS OW. SHEET METAL ROOF
Will t9.M...
fL&G .
COLC='O 1 FASOA N.G.L. = NATURAL GROUND LANE Coral Homes
36 Laver Drive, Robina 4226
SW 21 21 N N 1.58 kJ. = ARTICULATION JOINT P.O. Box 4627, Robina Town Centre 4230
N N N 13.1%
R.B.M. = REFLECTIVE BUILDING B.S.A UC. No. 1014053 (OLD)
BED 5 120 SW 21 21 1 158
F. j F MEMBRANE B.S.C LIC. No. 62064C (NSW)
08)6 15.1 F,G 6 21 1 N Y N 0.00 10.4
21 1 N N 1.58
2400mm HIGH CUUNGS.
SW 21
CLIENTS
COMMONAREA2 44.310 21 Si 1 N N N 1.72 12. FACEBRCK - -
VM Bar. R4rpus SW 10 15 I N N 0.75 NiN R.E.M. MODIFIED P. & F. BROAD & A. & A. UNDSEY
SO 21 30 1 N N 315
1I } --- ' - - BARONESS 274 LOT 5 BLACK MOUNTAIN ROAD
COOROY
Sustaiuahle 1111ildius FINAL SIGNED COPY
Lighting
ELEV-A-TI0N 4 (NORTH) CHECKED TENDER LETTER
I'WE ACCEPT THAT THESE PLANS ARE THE FINAL
We to ON tat: 8 Y a requverrenl of the BCA that 80% of Ort total )Ned rGhing in your lane be
energy Mlowl h9h1[N
WORKING DRAWINGS THAT SUPERSEDE PRELIM.
PLANS &I/WE HAVE CHECKED THAT ANY ALTER-
2 6 AUG 1011
As agIAM, rig Ysu4lbn canpernales for no care Iliac !0 recessed cekrg k Ws, 2 exhaust
ATIONS OR ADDITIONS RE SHOWN. DRAWIZ3' REFERENCE No.
tars d 2 MesrAght assent es. Any core than 0145 abwence fray require an upgrade to celbg THESE PLANS ALSO FORM PART OF OUR J20374
insulation. CONTRACT BEPWEEN THE PROPRIETOR
ELEVATIONS
Witter Conservation & CORAL HOMES. SCALE: 1:150 DATE: MSP-F: 10-02-11
SMn er roses: 3-Star V.ES rating. DRAMI:J CP: 25-08-11
To4.1 Cisterns', Dual hush 84Slar W3S ratng.
_______ ___ TEAM: I
Tapware 3-Star WB.S rating tapvare to sundry troy, kitchen sinks & basins.
Air Conditioning
PROPRIETOR, !- TORE PROPRIETOR SIGNATURE SHEET 2 OF 8
PUnl wised as condtorn^s riot to have a n,nbun-I <_lat Mnen,m Fne:Sy Palomunc..
;lanaaftl lMT:, ann rave nn Liter Uleorlo ABO (EFF) 51 at h.ast 29,
SCALE (1:150) W^ETS SIGNATURE
THESE PLANS REIWN
CORAL HOMES GROUP
C THE CORAL HOMES GROUP
ALL RIGHTS RESERVED.
Page 19
NOTES
SIEICK DISTANCES ARE
FROM THIE OUTSIDE OF THE
Peg Not FASCIA TO THE BOUNDARY.
^'. r.:. f LHvL^
155°30' ^^ i:^l ll EAVE WIDTH TO OUTSIDE OF
124 63.1 FASCIA IS 650mm MAX.
NORTH
O
In 13
C\i 0
IRRIGATION DISPOSAL AREA - 441m2 ti SITE COST OPTION:- 22/8/11
1n v;
rn AS PER AS1547-2000, LOCAL COUNCIL
u7 0 PROPERTY DESCRIPTION
0 REQUIREMENTS & PERCOLATION TEST GLASS LATH
(o In
ti (LANDSCAPING BY OWNERS) A.H.D. derived from field
LOT 5 ON RP 227335
Q0 observation and DERM GNSS BLACK MOUNTAIN ROAD
A\ \ (Global Navi g ation Satellite s y stem)
NOTE Sunpoz Infrastructure Data
SUBURB COOROY
LOCAL AUTH. SUNSHINE COAST REG. CNCL
SERVICES ALERT PARISH TUCKEKOI
Axis Surveys take no
.ne neiNlw,/nr lh^In. firm COUNTY MARCH
of y non-visible service UBD REF. SC 14 C8
GROUND LEVEL ALERT AREAS M2
ZE The levels shown were taken on the LAND CO
surveyed date and may not represent VE RAG2ha
E 2O 2^.1%
the Local A.thontys definition of
Ground Level. Please contact this offce
for a quote or further advice.
IDENTIFICATION SURVEY
ALERT
This Contour and Feature Survey,
zj^ as prepared by Axis Surveys, co"
does not guarantee the location
of boundary pegs or fences. Please contact
this office for a quote or for further advice.
0o e%
FLOOD SEARCH ALERT, "Built On Trust"
Peg No Axis Surveys has not completed Coral Homes
Found t a flood search on this property. 36 Laver Drive, Robina 4226
P.O. Box 4627, Rob,na Town Centre 4230
B.S.A LIC. No. 1014053 (OLD)
B.S.C UC. No. 62084C (NSW)
94.68 '^ Axis Surveys has not carried out
a title search for this survey CLt.\Tc
336°05'50" searched Check DERM for easements
dge of B',tuner'
Drivenn
and encumbrances. J P. & F. BROAD & A. & A. LINDSEY
LOT 5 BLACK MOUNTAIN ROAD
COOROY
,FINAL SIGNED COPY
CHECKED . L b AUG
I T- R
To 51ack Mountain Roa d I(WE ACCEPT THAT THESE PUNS ARE THE FINAL
WORKING DRAWINGS THAT SUPERSEDE PRELIM.
PLANS & I/WE HAVE CHECKED THAT ANY ALTER-
ATIONS OR' ADDITIONS ARE SHOWN.
E '2011
REFERENCE No.
THESE PLANS ALSO FORA PART OF OUR
CONTRACT BETWEEN THE PROPRIETOR
& CORAL HOMES. SCALE: 1:800 DATE: MSP-F: 10-02-11
DRAWN:JEL CP: 25-08-11
----------- --------- - TEAM: I
PROPRIE-SIGNATURE PROPRIETOR SIGNATURE SHEET 3 OF 8
LOCATION PLAN ---.e ----------
THESE RNG MBINN
COPrmQII OF THE
CORAL HOMES GRfLP
C THE CORAL rIOMES GROUP
BUILDERS 9GNA1URE LL RIGHTS RESERVED.
Page 20
NOTES
SETBACK DISTANCES ARE
P BUSHHRE ATTACK LEVEL. 12.5 FROM THE OUTSIDE OF THE
FASCIA TO THE BOUNDARY.
IRRIGATION DISPOSAL AREA - 441m2 PLEASE REFER TO CONTRACT
DOCUMENTS FOR FULL DETAILS EAVE WIDTH TO OUTSIDE OF
AS PER AS1547-2000, LOCAL COUNCIL FASCIA IS 650mm MAX.
REQUIREMENTS & PERCOLATION TEST
(LANDSCAPING BY OWNERS) ALL RETAINING WALL WORKS, INCLUDING
ILI --^- -o-- TEMPORARY EXCAVATION FOR RETAININGWAL.L, BY OWNER
NORTH Oyg ryF
RETAINING WALL:- CLASSIFICATION A SITE FENCE RETAINING WALLS TO BE CONSTRUCTED IN
ACCORDANCE WITH THIS DRAWING INCLUDING WALL
-2000H AT MAX. FILL POINT BASED ON (IF APPLICABLE)
LOCATION AND WAIL THICKNESS
L J APPROX. 3000 FROM INSIDE FACE ADDITIONAL, COSTS MAY BE INCURRED BY THE
OF WALL TO BRICKWORK (A) APPROX. POSITION OF FUTURE OWNER SHOULD WALL CONSTRUCTION VARY FROM
SURFACE WATER GRATE -ALL WORKS BY OWNER POOL BY OWNERS KEEP ALL THIS DRAWING
ALL WORKS (IRRESPECTIVE OF REQUIRING A
LINES TO 1m3 SOAKAGE PIT PLEASE NOTE: RETAINING WALL HMO TO BE CONFIRM Erf
PIPES CLEAR. MIN. 3m FROM
OWNER AFTER SITE CUT, COUNCIL APPROVAL) MUST MEET THE
APPROX. POSITION OF FOUNDATIONS. REQUIREMENTS OF THE BUILDING CODE OF
APPROX. POSITION OF AUSTRALIA INCLUDING HAVING SUITABLE
HOME SEWAGE TREATMENT ROTARY CLOTHESLINE Views ENGINEERING ADVICE AND CONSTRUCTION BY
PLANT SYSTEM LISENCED CONTRACTORS
np OWNERS WORKS MUST ACCOUNT FOR THE WALL
6m BEING LOCATED IN CLOSE PROXIMITY TO ANY SEWER
OR STORMWATER EASEMENTS OR EXISTING
4. dE_ /ti STRUCTURES
255 c-I
OWNERS WORKS MUST ALSO INCLUDE PROVISION
0
5 FOR BUILDERS SERVICE RUNS AS REQUIRED
25.75- A SEPERATE COUNCIL APPROVAL MLL BE
226.00 REQUIRED TO BE PROVIDED BY OWNER FOR ANY
WALLS AS NOTED BY PRIVATE CERTIFIER IN THEIR
9rZS p -DP-!-- A Imo` APPROVAL INCLUDING BOUNDARY RELAXATION IF
226.561-1 - - T Eri-^ P! APPLICABLE
226.75 'DP 'DP REFER TC RETAINING WALL NOTES INCLUDED IN
227.00 a4- ^SWG NEW HDVE T ENCER
` /
227.25,(` - DP PAD AHD. DP ens SITEWORKS LEGEND
227506
. •------. 227.50- ,T---- - ------------------=^ C ----------- PAD -AHD. CL :- 2.000 DENOTES 90100Tm
2.000 DIA P.VC STORM-
ti PAD AHD.:- 227.500 19WATER PIPE.
11 22 PROPOSED ^, --- DENOTES 250 x 250
SLAB AHD.:-227.825 3SLRFACE
10m WATER GRATE
22 0 -RESIDEVICE NOTE : PLATFORM HEIGHT
& RETAINING CAN VARY c.cCONNECTED TO SEPARA
DUE TO SITE COND. STORMWATER PIPE.
SLAB AHD. 227,825
5000L TANK FOR rf 228'2, SW _.,
BUSHFIRE STORAGE.
228.50 -EARTHEN E
DP CRITICAL PAD LEVEL
^..•I(1/OVERFLOW) '
228.75
SP.ON-
DRR IN DP DP 35 DP DP P
M, ER
ONO q YES
z b --- - - - - - - - - - - - - - -
p0^ F 229.00;^. ,
SWG o ?`a• S
229.2e_____ f.vl^; , s W NOTE : ALL BUILDING WORKS ARE TO
COMPLY WITH THE BUILDING
CODE OF AUSTRALIA.
0 POWER
0 ------ --------------- POLE WRITTEN DIMENSIONS SHALL TAKE
EARTHEN ° PRECEDENCE OVER SCALE.
25 DRAIN ------------- SURVEYOR Nc
20 PROVISION FOR DR
FUTURE TRENCHAIN
1:3 BATTS GRATE BY OWNER
/
0)
-------------- --° --------------------------------------- a
----------------
cq-
.
94.66
Coral
1zs Homes
Coral Homes
1u
36 Laver Drive, Robina 4226
I 1 P.O. Box 4627, Robins Town Centre 4230
2/30,400L POLY. ABOVE GROUND B.S.A LIC. No. 1014053 (OLD)
B.S.C LIC. No. 62084C (NSW)
WATER TANK CONNECTED TO 1 `-•tJy
tc CLIENTS
ENTIRE HOUSE.
ALL DP's CONNECTED TO TANK NOTE:- USE TEMPORARY P. & F. BROAD & A. & A. LINDSEY
(PARTIALLY BURIED) DOWNPIPES. LOT 5 BLACK MOUNTAIN ROAD
COOROY
FINAL SIGNED COPY - FILL PLACED
RETAINING WALL:- CLASSIFICATION A TENDER LETTER
FB'tu
0 RETAINING WALL:- CLASSIFICATION A 0ACCEPT THAT THESE PLANS ARE THE FINAL AROUND THE PERIMETER
-2000H AT MAX. CUT POINT BASED ON -1750H AT MAX. CUT POINT BASED ON
KING DRAWINGS THAT SUPERSEDE PREUU.
PLANS & I/WE HAVE CHECKED THAT ANY AL TER- OF THE CONCRETE 2 6 AUG 2011
APPROX. POSITION OF DRIVEWAY BY OWNER. APPROX. 3000 FROM INSIDE FACE APPROX. 3000 FROM INSIDE FACE ATCNS OR ADDITIONS ARE SHOWN. SLAB (IMMEDIATELY REFERENCE No.
ALL WORKS TO SUIT COUNCIL REQUIREMENTS. OF WALL TO BRICKWORK (A) OF WALL TO BRICKWORK (A) THESE PLANS ALSO FORM PART OF OUR FOLLOWING SLAB SITE PLAN LAYOUT J20374
CONTRACT BETWEEN THE PROPRIETOR
ALL SITEWORKS/RETAINING WALLS BY OWNER IF -APPROX. 7740 FROM INSIDE FACE -APPROX. 7740 FROM INSIDE FACE & CORAL HOMES. POUR) TO DIVERT SCALE 1:200 D A TE MSP-F: 10-02-11
REQUIRED. REFER DETAILS SHEET 3b OF WALL TO BOUNDARY (B) OF WALL TO BOUNDARY (8) WATER AWAY FROM DRAAN JEL CP: 25-08-11
FOUNDATIONS. TEAM I
-ALL WORKS BY OWNER -ALL WORKS BY OWNER PROPP,IEDRSGWWP,E PROPRIETOR SIGNATURE
SIT E PLAN PLEASE NOTE RETAINING WALL HEIGHTS TO BE CONFIRMED BY
OWNER AFTER SITE CUT.
PLEASE NOTE RETAINING WALL HEIGHTS TO BE CONFIRMED BY
OWNER AFTER SITE CUT. THESE PLANS REMNN
COPYRIGHT OF THE
CORAL HOMES GROUP
- 100mm STORMWATER ONES
TO ENTIRE SITE
S"EET 3a OF 8
C THE CORAL HOMES GROUP
ALL RIGHTS RESERVED.
Page 21
LL
z
35
I I
I I I I I I
230 . 00 ------------
TOP OF DRIVE 229.70 I-- -- -_ r- - I I I
229.50 -- --- ----- --H
I I I
229.00 H- H
I I I
228.50 ---I--- 1 ---1-
I
228.00 -^ --I I --- F
I I I AHD. 227.775
227.50 J---L---I ---L---1---1- L 7-
PAD AHD. 227.45
227.00
18100 15400 1500
<1% (FLAT GROUND) 12.5% (1:8) <1% (FLAT GROUND)
K
18.7m 33.5m 35.Om
Built on trust
Coral Homes
36 Laver Drive, Robina 4226
P.O. Box 4627, Robina Town Centre 4230
B.S.A LIC. No. 1014053 (OLD)
B.S.C LIC. No. 62084C (NSW)
CLIENTS
P. & F. BROAD & A. & A. LINDSEY
LOT 5 BLACK MOUNTAIN ROAD
COOROY
FINAL SIGNED COPY
CHECKED TENTER LETTER
I(WE ACCEPT THAT THESE PLANS ARE THE nHa
RK!.G CUPdrlw THAT SUPER EGE PRELIM. v
PUNS & UWE IIAVE CAECKEf1 THAT ANY ALTER
ATIONS ON, ADDITIONS ARE SHOWN. DRAWING E ERENCE No
DESE PLANS(L FORM PART OF OUR DRIVEWAY DETAILS J20374
SSON HE PROPRIETOR
NTRADT BE WEE
& CORAL HOMES. SCALE. 1:50 DATE: MSP-F: 10-02-11
DRIVEWAY DETAIL - 1:50 DRAWN: M. 25-08-11
ILA> :
.ACT E: TAE ABOVE IS SIMPLIFIED TRANSITIONS, THERE PROPRIETOR SIGNATURE PROPRIETOR SGNATURE
DRIVEWAY DETAILS IS TO BE A CURVATURE ALLOWANCE AT CHANGE OF GRADE.
9UILTIf SGNATURE
THESE PLANS REYAN
COPIPoCHT OF THE
CORAL HOMES GROUP
SHEET 3b OF 8
C THE CORA. HOMES GROUP
ALL RIGHTS RESERVED.