Council archive · source document
33797 MCU app plans · MCU18/0119
Attached to the e-mail Detached House (Coastal Protection Area) - MCU18/0119.
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
Lot Descrip
SITE on
COVERAGE Legend Final loca on of walls, gardens, paved Sewer line loca on to be confirmed on site prior to
SITE COVERAGE
ZONED R20 R20 areas TBC. on site by builder/client construc on of pool and/or proposed dwelling
Lot : COVERAGE
SITE ZONED 524 Pool Water Tiles/Paving Gravel/Stone Garden Beds
% ALLOWED
Plan : % ALLOWED 50%P93121
50%2 Sediment control measures to be Pool fencing and gates in accordance with local authori es
ZONED
SITE: AREA
Area R20
512.57m 2 taken on site during construc on regula ons + A.S. 1926.1 Loca on TBC. on site by builder/client
% SITE AREA
ALLOWED 50% 512.57m
2
SITE
Parish COV. AREAAREA MAROOCHY
:SITE COV. 205.14m
205.14m 2 Timber Deck Concrete Lawn
SITE AREA
County : 512.57m
CANNING2 Final loca on of site drains to be All stormwater drains to be in accordance
SITECoverage
SITE
Site COV.
COV. =40.0%
: =40.0% (205.14m2)
SITE AREA
COV. confirmed on site by builder/client with hydraulic engineers details
SITE COV. =40.0%
SEWER
M/H
DATA PLOTTED FROM GEO SURVEYING
(DRAWING NO. 171003CD DATED 13.10.17)
DATA TO BE CONFIRMED PRIOR TO
CONSTRUCTION BY BUILDER
LOT 523 APPROXIMATE SEWER LINE LOCATION
(PLOTTED FROM RECORDS) TO BE
FINAL SIDE BOUNDARY FENCING TBC ON SITE BY 4.4 CONFIRMED ON SITE PRIOR TO
BUILDER/CLIENT/ NEIGHBOURS P93121 CONSTRUCTION OF PROPOSED DWELLING
2 STOREY HOUSE
NOTE - NOMINATED GREY FILL REPRESENTS (NOM) SEWER
ZONE OF INFLUENCE AS PER QDCMP 1.4.
HARDSCAPING/LANDSCAPING ITEMS SUCH AS BUILDER TO ENSURE NO CONSTRUCTION
ROOF LINE
DRIVEWAYS/PATHS/GARDENS ETC. ARE WORKS WITHIN THIS ZONE.
ARCHITECTURAL SUGGESTIONS ONLY. REFER POOL SHELL WALL TO BE 1200 MIN FROM
BUILDERS SPECIFICATIONS FOR SPECIFIC DETAILS CE
FINISHED G.L. TO ACT AS POOL FENCE FEN
6,282
ESH
0
79
NDM
8,
EA
PIP
2,T5O PIER
NG
EXISTING PIPE AND MESH FENCE
STI
PROPOSED SKIMMER BOX EXI
LOCATION (STRICTLY NOT
49
41
ON EASTERN FACE)
4.
PROPOSED POOL PUMP/ FILTER
LOCATION (UNDER POOL DECK)
RENDERED & PAINTED (LIGHT COLOUR) MASONRY
4.6 R.W.H
43
BLOCK PIER WALL TO BUILDERS/ ENGINEERS DETAILS
DP 6,057
4.
ALL DOWNPIPES TO BE COLLARLESS 'ART 7
PLASTIC CLASSIC' 90mmØ OR EQUIVALENT TO .58 0"
DISPERSE 33m2 MAX. ROOF AREA 3524° 48' 3 POOL
1,7
4.8 LOCATION APPROXIMATE SEWER CONNECTION POINT
TO BE CONFIRMED ON SITE PRIOR TO
45
2.4m HIGH (NOM) RENDERED
TO
AND PAINTED BLOCKWORK CONSTRUCTION OF PROPOSED DWELLING
50
48
RO
(DARK COLOUR)
4.
1,5
4.
5.0 GLASS
FRAMELESS GLASS
OF
EN POOL FENCING
RD
13
POOL
GA GATE
LOW BLOCK (TIMBER DECK ON
RETAINING WALL
CONCRETE SLAB)
5.2 DPx2
2,6BLOLCLK
HOUSE POWER POOL FENCING AND GATES IN
TO WA
174° 24' 00"
ACCORDANCE WITH LOCAL
26.151
CONNECTION TO BUILDER/
6.00 AUTHORITIES REGULATIONS +
2,7TO WA
ELECTRICIAN DETAILS (TILES)
75
RENDERED AND PAINTED A.S. 1926.1 LOCATION TBC ON
BLOCKWORK (LIGHT COLOUR) SITE BY CLIENT/BUILDER
82 LL
POWER 5.4 OL
RESERVE
POLE
5.8 PO TE TOP OF MASTER BED
CP864962
GA
WATER METER 5.6
93
& ENS. LEVEL SLAB R.L. 9.250
75 WATER
4.
LOCATIONS TBC ONSITE
WATER
6,050 GRATED
DRAIN
TOP OF KITCHEN/
85
TO WALL TBC
4.
LAWN
5.
DINING LEVEL SLAB R.L. 6.200
GATE
TOP OF BASEMENT
SLAB RL 3.550
800H (NOM) RENDERED AND PAINTED LETTER
LORIKEET DRIVE
BOX STATEMENT(WITH HOUSE DIGITS)
GARDEN (TILES)2400x660 PROPOSED
354° 24' 00"
10.058
00
6.
CONSTRUCTION OF DRIVEWAY AND CROSSOVER TO BE
AS PER SCG ENGINEERING GENERALLY IN ACCORDANCE 6,650 TOP OF BED DWELLING
03 LEVEL SLAB TOP OF MPR
DRIVEWAY GRADE DESIGN DRAWING NO. 28071-1-DR1 TO BED 03 WALL
97
(FINAL SHAPE/SIZE TBC ON SITE BY BUILDER) DRIVEWAY SLAB R.L. 6.725
5.
GRATED DRAIN 01 AS PER
LS (HONED CONCRETE)
R.L. 7.075 LS DPx2
6,057
TO BASEMENT WALL
SCG+HYDRAULIC ENGINEERS
DRIVEWAY DESIGN/DETAILS 9,940 TOP OF STUDY/ BED 02
LEVEL SLAB R.L. 9.550
14
TO GARAGE DOOR
5.
99
5.
GATE
DPx2
11
M/BOX DP
5.
2,550
TO WALL
1,750
6,57
2,050
09
2,550
HWS
TO ROOF
PROPOSED
TO WALL
5.
REFUSE LOCATION 2 POWDERCOATED BATTEN GATE & FENCE
GAS
(LIGHT COLOUR) 38X16mm, MAX 15mm
RENDERED AND PAINTED PEBBLES GAPS, WITH METAL SUBSTRUCTURE, 1600
BLOCK FENCE (LIGHT GARDEN GATE LAWN HIGH (nom) - TO BUILDING SUPERVISOR
COLOUR) - MAX. 2.0M HIGH FUTURE DETAILS
6,057
28.337
76
5.
TBM NAIL IN KERB RL RENDERED AND PAINTED (DARK AC UNITS BELOW BED 03 84° 24' 00" PROPOSED CLOTHES TIMBER STEPS - EXACT
COLOUR) BLOCK RETAINING WALL TO POP-OUT - REFER LINE LOCATION NO. TBC ON SITE
5.96M (YELLOW) BUILDERS/ ENGINEERS DETAILS ELEVATIONS & PERSPECTIVES
GUTTER R.L 13.80
ROOF
WALL
RENDERED AND PAINTED (LIGHT 3 STOREY HOUSE
COLOUR) BLOCK BOUNDARY FENCING
LOT 525
P93121
02 Proposed Site Plan
1:200
Revision Notes. Project Client Drawing Date Author
reitsma Figured dimensions only are to be taken from this drawing.
All dimensions, bearings, exis ng services, mandatory council
restraints/requirements and proposed levels are to be checked and
verified on site by builder/client prior to commencement of works.
All works must comply with NCC, local authority and all relevant
geographical/wind category requirements. All cut and fill ba ers are
indica ve only and must be established and verified by builder/client
in rela on to proposed slab and/or floor levels
N Wa + Milasas Residence
Lot 524 (#102) Lorikeet Drive
B. Wa + S. Milasas
Builder
Proposed Site Plan
Stage
29/06/2018
Scale
JTL/MM
Revision
+61 7 5491 6834 13 Ridgewood Road. 1:200 A
Caloundra
Any discrepancies must be communicated to the designer prior to
commencement of works. Please note, builder specifica ons and
These drawings are to be read in conjunc on with other relevant
consultants drawings and reports. Peregian Beach WORKING DRAWINGS -
NOT SUITABLE FOR Project Number Sheet Number
[email protected] QLD, 4551 signed contracts to take precedence over all Reitsma documenta on.
www.reitsma.com.au Australia © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767 QBCC Lic. No. 1234490 BDAQ Member
Qld 4573 CONSTRUCTION 4422 2 /32
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