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Rfi - 20220171-Cv Set
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N
WYANDRA STREET
34.9
1 35.2
0 .31 .28
35 35 4
35.1
PROVIDE 1.5m WIDE CONCRETE PROPOSED RESIDENTIAL DRIVEWAY
FOOTPATH FOR LENGTH OF CROSSOVER IN ACCORDANCE WITH
STREET FRONTAGE. REFER IPWEA RS-049 & 050
NSC STD DWG RS-065.
34. .20 NEW CONNECTION TO EXISTING WATER
34.
34.
76 94 35.
14
35 Edge of Bitumen 35.
24 09
35. SUPPLY
86 35.31 35
35.25 20
35
35.
05 Back of Kerb 35.
TBM 5.3
35. 32
2 5.28
RL.334
W3 W3
35
W W W W W W W W W W W W W
(Sc2 AH
Telstra PTit 35.4
3
35.4
3 35.3
6
T PAL
rew D
SW
T T
SW
T T T T T T T T TW T T
M PAL ater PAL
in
35.2
5
M Met M
W
er
Ker
Water Meter 35.6
8
PALM PAL
.42
61°39'00" 35. M
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35 4 6
35.5 35.7 78
SW
SW
WAT 27.167 Rock 35
0.41 35
.17 Water .69
Feature
35.
010
35.
75
35.
35.
8 6
35.4 35.5
77
66
67
7
35.2
RLP3ond Rock
SW
Pump
35.66
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SW
2 35.
35.3 5.83 3 5.54
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35.
8
35.5
58
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PAL Cop ool
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0 35.14
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35.4
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35.1
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Paving 4 35.5
2 5.53
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5 35.5
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35.4
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35.
PALM 26
Roof RL39.84
35
53
.
SW
35
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35.5
18 1
35 35.2 35.6
1
Rock
Edge
5.15 0
3 35.5
1
PALM
35 35.48
Gutter RL37.73
35
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6
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PALM
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TT 35
TREE 0.31006
0. 9
35.7
1 35.50
Pavi
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68 12 ng 35.44
5 35.
35.2
10 35 PA
. 5 1
LM
35
RP1 45
3
.14
35.5
6 35.4 35.4
2
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35
SW
6 35
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35.17 35.2 35.4 35.43
4 6
Ridge RL41.79
397
0 35.3
Gutter RL40.30
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35.0 35.1
4
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35.1
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35
35.
35.31
PAL
35.
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35.12
39
Paving M
31
Deck Paving 35.26
SW
RP1 43
331°39'00"
SW
151°39'00"
7 5 4
30.175
35.0 35.08 35.1 35.2
30.175
Roof RL40.48
397 8 35.1 8 35.20 Stairs
35.1 8 35.1
44 Roof RL39.98
Roof RL37.20
76
35.02
SW
4 35.0
Stairs
.98
35.0
SW
3
34
TREE 0.30707 Floo Floo
RL3 r Lev PAL
35.04 RL3 r Lev U 5.28 el M
5.19 el Lev pper 2
el R Flo 35.1
SW
L38 or
SW
9
34.9
35.11
FL35.03
Shed
.06 34.9
6
35 .02
35
34 Ridge RL41.48 35 34.9
2
35
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34
Gas
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2
35.0 H 8 3
34.6
9
3 4.87
Concrete Gutter RL40.50 W Deck 35.20 4.94 NEW CONNECTION TO EXISTING SEWER
Store Gutter RL40.33 35.07 Concrete 2 SERVICE
34. Stairs 34.8
97
35.1
34
.82
34.9
6 35.17 7
8
34.6
3
3 4.7 9
34.7 34.8
8
34.8
6
34.
TREE 0.20603
34.6
6 34 .67 34.7
9 6 9 1
34.76 34.6
34
FL3Shed
Con
cret 34.7
7
34.5
7 Sew.5e2r M
4.67 e 08 Unable t anhole
Measure o
6
34.6
1 5
0.3 Invert S S S S
S
GREV 0.51510 34.5
GU M
S
34.5
7 8 PAL
.52 M 1 34.
34.5
4 34 34.5 40
241°39'00"
Roo 27.167
fR
L37
.00 RP1 133 1
RP1 32
RP1 134
Ridg
eR 604 604
604
L37
.46 Roo
25 25
25 CLIENT DETAILS:
6
f RL3
6.0
PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
MOLTI INVESTMENTS TITLE: STATUS:
PROPOSED LAYOUT FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
02 03/11/2022 REISSUED FOR APPROVAL MVP JB JB
75 NOOSA DR RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220171 A1 02
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