Council archive · source document
Development Proposal Plans · MCU17/0559.04
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 3. The text section number identifies this passage in the reader.
39
25
Kerb & Channel
.8
KERB & CHANEL
11 ST 39
07 02 12
30 .F 28
.5 PO 25
PA 51 O .8
Stormwater U/G -
G02 12 L ST 47
40 02
25 PO
6. RETAINING WALLS
.8 OL
ST 37
02
PO
Shown from Records
12 OL
41
25
.8
ST 35
151°48'10"
10 02
All retaining walls and embankements are to comply with
91 .L
22 PO
4000
.9 OL
FE 66 12
42
01 25
10 CO .8
63 R PA ST 36
20 LIN 02
10 10 .9 12 .F PO
21 20 22 BB 61 G 43 12
BCA, relevant Australian Standards and Council
10 20 01 25 OL 53
20 .4 .408
10 .8 25
20 KL 44 KI02 23
EG ST 37 .7
.6 01 ST 77
KI03 08 01 20
.4
02
02
KI02 24 PO
OL PO
12 OL
44
25
.8
legislation. Retaining walls shall have 65 Ø ag. pipe (to
ST 37
02
.F
Edge of Kerb
PO
OL 12
GT 3
52
11 25
91 12 .7
23 45 ST 72
discharge to stormwater line) and granular backfill behind. EXISTING POOL
.7 25 02
BR 27 .8 .F 12
15
W02 12 ST 32 PO 26
73 02 OL .8
TIM 25 .F
PO FE 80
BE .6 04
R ST 96 OL
12
03
P
51
492
DEC 25
All retaining walls over one metre high must be designed
.8
10
K
20.5
12
46 ST 09
25 02
.8 .F
PO
31
ST 33 OL
02
.F
PO
6
25.5
OL
by a registered engineer. 4
12 12
47 50
25 25
.8 .7
ST 39 ST 56
02 12 12 02
.F 48 49 .F
PO 25 25
23.5
.8 PO
OL .837 ST 34 OL
EMOPEN ROOF
ST 02
02
21.0
22.0
.F
23.0
.F
26.0
21.5
PO PO
22.5
OL OL
SETBACK
7. LANDSCAPING TA
26.
RP
13 VERGOLA SHOWN
2050
5
10 10
Site works indicated on this plan are for construction
29 28 10 11
20 20 73 11 12 85
.5 .5 20 30 72 See the original
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