Original source · versioned page text
35071 _MCU app WD_REVC 3.3.22
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7.75
9.0 0
8.00
8.25
8.50
9.2 5
8.75
EW
9.00
9.5 0
6.75 9.25
6.0
6.5
7.00 9.50
0
0
6.2
7.25 9.75
5
9.7 5
7.50 10
.00
7.75
8.00
10.00
8.25
SEWERAGE
LAK
8.50
10.25
94.02
8.75
Sewerage to discharge to on site treatment 5m
9.00
9.25
188°
10.50
(to engineers design) and to council requirements
9.50
02' 20 9.75
and in accordance with A.S. 1547 and " 10
10.75
.00
10
.25
10
.50
associated relevant documents.
11.00
10
.75
11
.00
11
.25
11.25
11
.50
11
.75
12
11.50
.00
11.75
NOTE :
The Proposed Building is located in a bushfire prone area.
Building construction to be in accordance with N.C.C. part
3.7.4 & A.S. 3959 - 2011 (B.A.L. 12.5) as per private BAL
Assessor's decision. Refer to BPAD Bushfire Planning &
Design (Adrian Hansen) Bush fire Risk Assessment and
Bushfire Risk Management Plan. The author of these drawings
accepts no responsibility whatsover for the assessment of the PROPOSED LOCALITY PLAN
B.A.L. Refer to page 102 for further construction requirements. Scale 1 : 1000
AK B U I L D I N G D E S I G N
Dean White & Vivienne Savill Working Drawings REV C A3
DATE: 28/02/2022
© Copyright 2 Lakeway Dr. DRAWING No:
T. 07 5443 4200 E. [email protected]
A. Suite 9/50 Aerodrome Rd Maroochydore
QBCC 1060583 ABN 95 621 039 731
P.O. Box 116 Cotton Tree Qld 4558 Cooroibah 20138A / 200
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