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Att1 - Building Design Plans_Amnd
Plans and drawings: the text below has words only, no drawings.
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
SITE COVERAGE SITE COVERAGE
Lot Descrip on Legend
ZONED Lot : ZONED R20 13 Exposed Biodiversity, Waterways, Riparian Buffer Area
SITE COVERAGE
Plan :
% ALLOWED RP213603 R20
50% Pool Water Concrete Aggregate Wetlands Overlay Overlay
SITE Area :%
AREA
ZONED
ALLOWED
SITE AREA 42,110.00m 2 50%
R20 2 42,110.00m2
Parish
% COV.
SITE AREA
ALLOWED : COV. AREA
SITE TEWANTIN
799.52m
50% 799.52m 2
SITE County :
AREA MARCH 2
42,110.00m Gravel/ Rock Kore Koala Bushfire - Medium Poten al
SITE COV. =1.9% Garden Beds Retaining
Site
SITE COV. Coverage
SITE COV.: =1.9%
AREA ( 799.52m2) Pebbles Habitat Overlay Intensity and Impact Buffer Overlay
SITE COV. =1.9%
PROPOSED SEPTIC SYSTEM LAND APPLICATION AREA - EXACT
LOCATION TBC ON SITE BY BUILDER/ PLUMBER CONFIRM
10,000 COMPLIANCE WITH COUNICIL PRIOR TO CONSTRUCTION DATA PLOTTED FROM NOOSA COOLOOLA
LAND SURVEYS PTY LTD CONSULTING LAND
PROPOSED SEPTIC SYSTEM (AWTP) - EXACT LOCATION SURVEYORS (FILE REF 23385 DATED 29.01.24)
TBC ON SITE BY BUILDER/ PLUMBER CONFIRM DATA TO BE CONFIRMED PRIOR TO
COMPLIANCE WITH COUNCIL PRIOR TO CONSTRUCTION CONSTRUCTION BY BUILDER
LAND SUBJECT TO SLIDE HAZARD OVERLAY,
MEDIUM POTENTIAL BUSHFIRE INTENSITY &
POTENTIAL IMPACT BUFFER OVERLAYS,
ENVIRONMENT ENHANCE OR PROTECT
23,594 OVERLAY, RIPARIAN BUFFER ZONE OVERLAY
TO COTTAGE OMP AND CORE KOALA OVERLAY -
BUILDER/ENGINEER/ CERTIFIER TO CONFIRM
TAP
COMPLIANCE PRIOR TO CONSTRUCTION
EXTENT OF EXISTING STRUCTURES TO BE
TO WEST BOUNDARY PROPOSED DEMOLISHED/ REMOVAL TO BE CONFIRMED
COTTAGE ON SITE BY BUILDER / CLIENT
COTTAGE R.L. 136.350 (NOM) PROPOSED
EXTENT OF EXISTING SITE TREES TO REMAIN
TENNIS
COTTAGE R.L. 136.350 COURT
(NOM)
TAP
TBC BY BUILDER/ CLIENT/ CERTIFIER -
236.100
21' 20"
TENNIS COURT R.L. 136.350 (NOM) CONFIRM COMPLAINCE PRIOR TO
HWS ACx2 SD TAP SD CONSTRUCTION/ REMOVAL
190.422
182° 21' 20"
182°
NOTE - NOMINATED
TURNING BAY HARDSCAPING/LANDSCAPING ITEMS SUCH
GRAVEL AS DRIVEWAYS/PATHS/GARDENS ETC. ARE
DESIGN SUGGESTIONS ONLY. REFER
BUILDERS SPECIFICATIONS & LANSCAPE
DESIGNERS PLANS FOR SPECIFIC DETAILS
22,955
TO SHED 02 OMP FINAL SIDE BOUNDARY FENCING TBC ON SITE
BY BUILDER/CLIENT/ NEIGHBOURS
SHED 02 SITE DRAIN (SD) LOCATIONS INDICATIVE ONLY.
(BY OTHERS) FINAL LOCATIONS TO BE CONFIRMED ON SITE
R.L. 137.500 (NOM) BY BUILDER
POOL IS REPRESENTATIVE ONLY. FINAL DETAILS
SUCH AS LOCATION/DEPTH/STEPS/LEDGES
ETC TO BE CONFIRMED BY BUILDER/CLIENT.
ROCK RETAINING
POOL SHELL MIN 1.2M FROM
F.G.L TO BE POOL FENCE
COMPLIANT AS PER 1926.1
POOL GATE AND FENCING TO
COMPLY WITH AS 1926.1
GRAVEL
POOL EQ. BELOW
ING
RETAIN PROPOSED POOL
ROC
ROCK K RE
TAIN
ING
AGG
6
14
SD SD
LAWN EXISTING PALM TO 10,000
LAWN LAWN BE REPOSITION
LANDSCAPING
TAP
67,433
TO HOUSE OMP
GRAVEL
AGG CONSTRUCTION OF DRIVEWAY TO BE
54,666 TAP
7
REFUSE IN ACCORDANCE WITH LOCAL
TAP
14
TO SHED 01 OMP AUTHORITY REGULATIONS
CLOTHES LINE
-EXACT SIZE ANER TANK LOCATION
LOT 13 LA
C
AREA UNDER CONSTRUCTION ND PROPOSED GALVANISED PROPERTY
D QUANTITY TB
LOCATION
CONTOURS SUBJECT TO CHANGE SC
PROPOSED DWELLING TURNING BAY APIN POLE - EXACT LOCATION TBC ON
SITE BY BUILDER/ SPECIALIST
EXISTING SHED AGG G
8
HOUSE R.L. 146.950 (NOM)
14
(BY OTHERS) TENNIS COURT R.L. 136.350 (NOM)
145
TAP
SHED 01 R.L. 145.250 (NOM) AC
HW SD S/B 61,056
INING
S ENTRY TO ENTRY PERGOLA
9
PROPOSED WAT
14
TAP
ROCK RETA
GRAVEL SD GAS GRAVEL SD LANDSCAPING TBM (SCREW IN CONC
SD DWAY) RL 151.69 AHD
182° 21' 20"
ROCK RETAINING
20.326
TO SHED 01 OMP
TO HOUSE OMP
ROCK RETAINING
ROCK RETAINING
0
13,969
14,255
15
EXISTING FEN-P
10,000
1
ACCESS TRACK DRIVEW
15
146
AGG AY
147 148 ROCK
149
TBM (SCREW IN CONC
DWAY) RL 154.17 AHD
150 RETAINING
FEN-P FEN-P
193.468 NOMINAL DRIVEWAY SAW CUT - NEW PROPOSED VEHICLE
182° 21' 20" GATE/ ENTRY STATEMENT
FINAL LOCATIONS TBC ONSITE
PROPOSED METER
BOX LOCATION
2.4Site Plan Proposed Revision Notes. Project Client Drawing Date Author
reitsma
Figured dimensions only are to be taken from this drawing. All works must comply with NCC, local authority and all N EDWARDS RESIDENCE J. + D. Edwards Site Plan Proposed 27/06/2024 JTL
All dimensions, bearings, exis ng services, mandatory council relevant geographical/wind category requirements. All
restraints/requirements and proposed levels are to be checked and
verified on site by builder/client prior to commencement of works.
cut and fill ba ers are indica ve only and must be
established and verified by builder/client in rela on to
LOT 13 (No. 146) FERRELLS Scale Revision
Builder
+61 493 062 182 13 Ridgewood Road.
Any discrepancies must be communicated to the designer prior to proposed slab and/or floor levels ROAD Craig Bri en 1:500 A
commencement of works. Please note, builder specifica ons and These drawings are to be read in conjunc on with other Stage
Caloundra signed contracts to take precedence over all Reitsma documenta on. relevant consultants drawings and reports. COOROY Project Number Sh. N0# Page Number
[email protected] QLD, 4551 CONSTRUCTION SET
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 4563 Ph: 0421 338 630 NOT SUITABLE FOR CONSTRUCTION 4661 2.4 7 /94
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