Council archive · source document
Proposal Plans · MCU26/0010
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
SITE NOTES:
-POSITION OF DWELLING TO BE CONFIRMED BY OWNER RESPONSIBILITY NOTES:
CLIENT PRIOR TO ANY SITE WORKS
- ALL EARTHWORKS TO COMPLY WITH ABCB -IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ALL WEATHER ACCESS TO BUILDING
HOUSING PROVISIONS STANDARD 2022 PART 3.2 SITE
-ALL STORM WATER & SITE DRAINAGE TO BE -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE TREE REMOVAL, INCLUDING
SIZED & LOCATED BY THE HYDRAULIC OBTAINING ASSOCIATED PERMITS, AND TO PROVIDE A SITE CLEAR OF ANY VEGETATION
CONSULTANT/PLUMBER & SURFACE DRAINAGE IS OR DEBRIS TO SATISFACTION OF BUILDER PRIOR TO COMMENCEMENT OF SITE WORKS
TO DISCHARGE EVENLY WITHIN THE SITE AND -IT IS THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE REMOVAL OF ANY SITE SPOIL/
WITHOUT NUISANCE TO ADJOINING PROPERTIES, STOCK PILES TO THE SATISFACTION OF THE BUILDER PRIOR TO COMMENCEMENT
ALL SUB-FLOOR AREAS MUST BE GRADED TO OF BUILDING WORKS OR A VARIATION WILL BE INCURRED FOR ASSOCIATED COSTS
AVOID THE PONDING OF WATER. IN ACCORDANCE - ANY WALLS CONSTRUCTED ON THE BOUNDARY, WILL REQUIRE THE CLIENT/S
WITH ABCB HOUSING PROVISIONS STANDARD TO REMOVE THE BOUNDARY FENCE PRIOR TO CONSTRUCTION
2022 PART 3.3
AND QDC MP4.2/LOCAL PLANNING SCHEME
HOUSE CODE
-BUILDER TO ENSURE THAT ACTUAL SEWER LINE
AND MANHOLE POSITIONS MATCH THOSE AS
SHOWN -BASED ON LOCAL AUTHORITY
DOCUMENTS. ANY DISCREPANCIES MUST BE
BROUGHT TO THE ATTENTION OF BUILDER AND
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION
-BUILDER TO DETERMINE APPROPRIATE 37.7
PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM
LEVEL AS PER LOCAL AUTHORITIES
REQUIREMENTS & TO COMPLY WITH ABCB
HOUSING PROVISIONS STANDARD 2022 PART 3.3 &
AS3500.3.
-THE FINISHED SURFACE IMMEDIATELY
SURROUNDING THE BUILDINGS TO COMPLY WITH
ABCB HOUSING PROVISIONS STANDARD 2022
PART 3.3
-CUT AND FILL BATTERS NOT TO EXCEED A
MAXIMUM SLOPE AS PER ABCB HOUSING
PROVISIONS STANDARD 2022 TABLE 3.2.1 FOR THE
SITE SPECIFIC SOIL TYPE,
-1000 MAXIMUM HIGH TIMBER RETAINING WALLS
39.7
Roof
WITH 100∅ AGI PIPE BEHIND (TO DISCHARGE TO '25"
88°55 39
16 15.18
STORMWATER LINE) AND GRANULAR BACKFILL
2°1 5
36.2
42.7
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
2'3
SITE ONLY IF INDICATED ON THE PLANS.
0"
-THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0M
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
NOTE: ALL WINDOWS AND GATES OPENING INTO
MB
POOL ENCLOSURE TO COMPLY WITH POOL
SAFETY
REQUIREMENTS (ALL LOUVRES MAX, 100MM
BLADES) POOL FENCING TO SPECIALIST
CONTRACTORS SPECIFICATIONS - PLANS SHOWN
INDICATIVE ONLY.
0"
°20'5
357 .668
ALL EXISTING SEWERS AND EASEMENTS ON SITE
3
SHOULD BE LOCATED PRIOR TO CONSTRUCTION
ALL PROPOSED FINISHED FLOOR LEVELS TO BE
CHECKED AND VERIFIED
ON SITE TO COMPLY WITH MINIMUM BUILDING
REQUIREMENTS, FLOOD LEVELS
AND LOCAL COUNCIL REGULATIONS, PRIOR TO
CONSTRUCTION
SEWERAGE TO LOCAL COUNCIL DESIGN ROOF
WATER TO DISCHARGE INTO RAINWATER TANK
AND OVERFLOW INTO EXISTING COUNCIL SYSTEM
7°21'10"
12.5
PROPOSED DWELLING
NOTE: BUILT-TO-BOUNDARY ALLOTMENTS ONLY -
SURVEYOR SETOUT REQUIRED, AND CERTIFICATE
TO BE SUBMITTED TO BUILDING CERTIFIER PRIOR FLL: 35.77
208°
13.7 3'45"
TO FINAL APPROVAL. ENSURE NO
ENCROACHMENT OVER BOUNDARY, INCLUDING
5
03
GUTTER
NOTE: ORIGINAL DETAIL LAND SURVEY
UNDERTAKEN BY: XXX
282°48'40"
43.258
NOTE: ALL WINDOWS AND GATES OPENING INTO POOL ENCLOSURE TO COMPLY WITH POOL
SAFETY REQUIREMENTS (ALL LOUVRES MAX, 100MM BLADES) POOL FENCING TO SPECIALIST
CONTRACTORS SPECIFICATIONS - PLANS SHOWN INDICATIVE ONLY.
POOL FENCING MUST COMPLY WITH AUSTRALIAN STANDARD AS 1926.1, QDC PART 3.4 & NCC
V2 2022 H7P1
FENCING TO BE MINIMUM 1200MM HIGH WITH SELF-CLOSING GATE AS PER REQUIREMENTS.
PROVIDE RESUSCITATION SIGN. PROVIDE POOL FENCING CERTIFICATE(S).
SITE AREA SCHEDULE: GFA AREA: 440.8m2
H7P1 SWIMMING POOL ACCESS
SITE AREA: 981.8m
2
PERIMETER EAVE CALCULATION: [2019: P2.7.1]
GROUND FLOOR WALL 89.3m / EAVE 27.0m (30.2%) A BARRIER MUST BE PROVIDED TO A SWIMMING POOL AND MUST—
SITE COVER: BASEMENT 235.8m2 (22.66%) FIRST FLOOR WALL 105m / EAVE 43.6m (41.5%) (A)BE CONTINUOUS FOR THE FULL EXTENT OF THE HAZARD; AND
GROUND 321.6m2 (35.94%) (B)BE OF A STRENGTH AND RIGIDITY TO WITHSTAND THE FORESEEABLE IMPACT OF PEOPLE;
FIRST 280.3m2 (28.54%) AND
(C)RESTRICT THE ACCESS OF YOUNG CHILDREN TO THE POOL AND THE IMMEDIATE POOL
COUNCIL: NOOSA COUNCIL SURROUNDS; AND
(D)HAVE ANY GATES AND DOORS FITTED WITH LATCHING DEVICES NOT READILY OPERATED BY
YOUNG CHILDREN, AND CONSTRUCTED TO AUTOMATICALLY CLOSE AND LATCH.
POOL SAFETY BARRIERS MUST COMPLY WITH THE BUILDING ACT 1975, BUILDING REGULATION 0 1m 5m
2006, QDC MP3.4 - SWIMMING & POOL BARRIERS AND AUSTRALIAN STANDARDS AS 1926.1 &
AS 1926.2.
Suite 7 / 10 Grebe St, Peregian Beach [email protected] www.suncoastbuildingdesign.com.au mob: 0401565629 mob: 0491289102 Revision Proposed Residence Address Client Avalon Homes Scale 1:200
QBCC No: 1257143 (low rise)
Rev A - Amend Front roof pitch to 5 degrees Rev F - DA Plans - 20.08.25
Rev B - DA Issue Rev G - DA Plans - 09.10.25
#Project Description
This plan shall remain the sole property of Suncoast Building Design and must not be given, lent, hired out or otherwise disposed of or copied without the
Drawn MM/SB Page No. 3
Rev C - Major revisions per client meeting Rev H - RFI - 29.10.25
written permission of Suncoast Building Design.
Rev D - Garage reduced Rev I - RFI - 13.02.26
Note: all dimensions/engineer details and relevant information to be checked and confirmed by builder /client. Suncoast Building Design does not take
any responsibility after drawings have been checked and confirmed by builder/client or construction has commenced. Rev E - Updates as requested by client - 14.08.25 Job No. 20.148 Date 13.02.26 Stage DA Plans Drawing SITE PLAN
[OCR of page images]
SITE NOTES:
-POSITION OF DWELLING TO BE CONFIRMED BY
CLIENT PRIOR TO ANY SITE WORKS
- ALL EARTHWORKS TO COMPLY WITH ABCB.
HOUSING PROVISIONS STANDARD 2022 PART 3.2
-ALL STORM WATER & SITE DRAINAGE TO BE
SIZED & LOCATED BY THE HYDRAULIC
CONSULTANT/PLUMBER & SURFACE DRAINAGE IS.
TO DISCHARGE EVENLY WITHIN THE SITE AND
WITHOUT NUISANCE TO ADJOINING PROPERTIES,
ALL SUB-FLOOR AREAS MUST BE GRADED TO.
AVOID THE PONDING OF WATER. IN ACCORDANCE
WITH ABCB HOUSING PROVISIONS STANDARD
2022 PART 3.3
AND QDC MP4.2/LOCAL PLANNING SCHEME
HOUSE CODE
-BUILDER TO ENSURE THAT ACTUAL SEWER LINE
AND MANHOLE POSITIONS MATCH THOSE AS
SHOWN -BASED ON LOCAL AUTHORITY
DOCUMENTS. ANY DISCREPANCIES MUST BE.
BROUGHT TO THE ATTENTION OF BUILDER AND
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION
-BUILDER TO DETERMINE APPROPRIATE.
PLATFORMING METHOD ON SITE PRIOR TO.
COMMENCEMENT OF ANY WORKS. FINISHED
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM
LEVEL AS PER LOCAL AUTHORITIES
REQUIREMENTS & TO COMPLY WITH ABCB
HOUSING PROVISIONS STANDARD 2022 PART 3.3 &
AS3500.3.
-THE FINISHED SURFACE IMMEDIATELY
SURROUNDING THE BUILDINGS TO COMPLY WITH
ABCB HOUSING PROVISIONS STANDARD 2022
PART 3.3
~CUT AND FILL BATTERS NOT TO EXCEED A
MAXIMUM SLOPE AS PER ABCB HOUSING
PROVISIONS STANDARD 2022 TABLE 3.2.1 FOR THE
SITE SPECIFIC SOIL TYPE,
-1000 MAXIMUM HIGH TIMBER RETAINING WALLS
WITH 1002 AGI PIPE BEHIND (TO DISCHARGE TO
STORMWATER LINE) AND GRANULAR BACKFILL.
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
SITE ONLY IF INDICATED ON THE PLANS.
-THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0M
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
NOTE: ALL WINDOWS AND GATES OPENING INTO
POOL ENCLOSURE TO COMPLY WITH POOL
SAFETY
REQUIREMENTS (ALL LOUVRES MAX, 100MM
BLADES) POOL FENCING TO SPECIALIST.
CONTRACTORS SPECIFICATIONS - PLANS SHOWN
INDICATIVE ONLY.
ALL EXISTING SEWERS AND EASEMENTS ON SITE
SHOULD BE LOCATED PRIOR TO CONSTRUCTION
ALL PROPOSED FINISHED FLOOR LEVELS TO BE
CHECKED AND VERIFIED
ON SITE TO COMPLY WITH MINIMUM BUILDING
REQUIREMENTS, FLOOD LEVELS
AND LOCAL COUNCIL REGULATIONS, PRIOR TO.
CONSTRUCTION
SEWERAGE TO LOCAL COUNCIL DESIGN ROOF
WATER TO DISCHARGE INTO RAINWATER TANK
AND OVERFLOW INTO EXISTING COUNCIL SYSTEM
NOTE: BUILT-TO-BOUNDARY ALLOTMENTS ONLY -
SURVEYOR SETOUT REQUIRED, AND CERTIFICATE
TO BE SUBMITTED TO BUILDING CERTIFIER PRIOR
TO FINAL APPROVAL. ENSURE NO.
ENCROACHMENT OVER BOUNDARY, INCLUDING
GUTTER
NOTE: ORIGINAL DETAIL LAND SURVEY
UNDERTAKEN BY: XXX.
Vehicle crossing
General G00 verge
Dovelled expansion nt
S065
kerb
rh and cham i
oer Single garage alignment
ie concrete path
/ Property boundary
me é
Refer sections AB on
a= raving umber RS-050,
500 max vertol
Trerstn length y
Saweu 4 allow clean renoval 500,
of back of kerb and chanel, Extn path tobe say cat andrenoved
Prior to ossng construction
risting/ ture conerate path
Fater nate 23 on RS- 838,
SETOUT REQUIREMENTS
OWNER RESPONSIBILITY NOTES:
-IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ALL WEATHER ACCESS TO BUILDING
SITE
-IT 1S THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE TREE REMOVAL, INCLUDING
OBTAINING ASSOCIATED PERMITS, AND TO PROVIDE A SITE CLEAR OF ANY VEGETATION
OR DEBRIS TO SATISFACTION OF BUILDER PRIOR TO COMMENCEMENT OF SITE WORKS
-IT 1S THE RESPONSIBILITY OF THE OWNER TO UNDERTAKE REMOVAL OF ANY SITE SPOIL/
STOCK PILES TO THE SATISFACTION OF THE BUILDER PRIOR TO COMMENCEMENT
OF BUILDING WORKS OR A VARIATION WILL BE INCURRED FOR ASSOCIATED COSTS
- ANY WALLS CONSTRUCTED ON THE BOUNDARY, WILL REQUIRE THE CLIENT/S
TO REMOVE THE BOUNDARY FENCE PRIOR TO CONSTRUCTION
SITE AREA SCHEDULE: GFA AREA: 440.8m?
PERIMETER EAVE CALCULATION:
GROUND FLOOR WALL 89.3m / EAVE 27.0m (30.2%)
SITE COVER: BASEMENT 235.8m? (22.66%) FIRST FLOOR WALL 105m / EAVE 43.6m (41.5%)
GROUND 321.6m? (35.94%)
SITE AREA: 981.8m?
FIRST 280.3m? (28.54%)
(COUNCIL: NOOSA COUNCIL
ODD avaton
q PROJECTS
NOTE: ALL WINDOWS AND GATES OPENING INTO POOL ENCLOSURE TO COMPLY WITH POOL
SAFETY REQUIREMENTS (ALL LOUVRES MAX, 100MM BLADES) POOL FENCING TO SPECIALIST
CONTRACTORS SPECIFICATIONS - PLANS SHOWN INDICATIVE ONLY.
POOL FENCING MUST COMPLY WITH AUSTRALIAN STANDARD AS 1926.1, QDC PART 3.4 & NCC
V2 2022 H7P1
FENCING TO BE MINIMUM 1200MM HIGH WITH SELF-CLOSING GATE AS PER REQUIREMENTS.
PROVIDE RESUSCITATION SIGN. PROVIDE POOL FENCING CERTIFICATE(S).
H7P1 SWIMMING POOL ACCESS
(2019: P2.7.1]
ABARRIER MUST BE PROVIDED TO A SWIMMING POOL AND MUST—
(A)BE CONTINUOUS FOR THE FULL EXTENT OF THE HAZARD; AND
(B)BE OF A STRENGTH AND RIGIDITY TO WITHSTAND THE FORESEEABLE IMPACT OF PEOPLE:
(C)RESTRICT THE ACCESS OF YOUNG CHILDREN TO THE POOL AND THE IMMEDIATE POOL
SURROUNDS; AND
(D)HAVE ANY GATES AND DOORS FITTED WITH LATCHING DEVICES NOT READILY OPERATED BY
YOUNG CHILDREN, AND CONSTRUCTED TO AUTOMATICALLY CLOSE AND LATCH.
POOL SAFETY BARRIERS MUST COMPLY WITH THE BUILDING ACT 1975, BUILDING REGULATION
2006, QDC MP3.4 - SWIMMING & POOL BARRIERS AND AUSTRALIAN STANDARDS AS 1926.1 &
AS 1926.2.
Revision Proposed Residence Address
Rev A- Amend Front roof pitch to degrees RevF -DA Plans - 20.08.25
Rev B-DA|ssue Rev G - DA Plans - 0910.25
Rev O- Major revisions per olient meeting RevH - RFI - 2910.25
Rev D - Garage reduced Rev|-RFI -1302.26
RevE - Updates as requested by olient - 14.08.25 JobNo. 20148 Date
#Project Description
ALLOWABLE NUMBER AND WIDTH OF RESIDENTIAL VEHICLE CROSSINGS
ALLOWABLE | max WIDTH max WIDTH
LOWABLE | rox WT vo | aor SPECIAL CONDITIONS APPLICABLE
costs | Mee BOUNGa | (All vehicle crossings are subject to relevant
wi) Ws) council approval.)
TYPE DESCRIPTION
1 J single garage 1 4.0m 3.0m 3.0m
2/ | Double garage or more 1 4.0m 3.0m 5.0m
Double garage or more 2 4.0m 3.0m, 5.0m 1. min 40.0m frontage;
2, min 12.0m between two crossings.
SINGLE HOUSE
Double garage or
carport on property 1 5.0m 4.0m 6.0m | Subject to carport/garage opproval.
boundary
x | 5 | Duplex with frontage 1 50m | 40m 60m
2 20.0m or less
2 | 6 | duplex wih frontage 2 50m | 40m 50m | min 7.0m between crossings.
grecter than 20.0m
@ tm
i
eT
Client Avalon Homes Scale 1:200
Drawn MM/SB PageNo. 3
13.02.26 Stage DAPlans Drawing SITE PLAN
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