Original source · versioned page text
Approved Plans RAL22-0016 & OPW22-0180
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn rant
24.70 24.79
Hyd
Fire
24.68
Sewer Manhole
25.46
25.41
102°02 41
25
.77 '00" RP139776
24.7
3
26.35
TREE 0.1
20.115
50805
5
.2
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 L ine Ind
7
27.07 icative
.5
3
50905
.7
26
26.60
9
Only (N
25
n
27.
.2
Kerb
26.22
25
ot Loc
tume
26.69
25.
52 26.09
5 ated b
5
27.
y
.3
71 86 Survey)
27.
26
2
Telstra ack of
.8
of B i
3
24
.4
26
24.17
0
2
2
41
.7
.9
24.4
26.
26
25
26.41
Deck
B
Edge
4
.6
26
25 26.
.84 45
Pit
6
.4
23.57
25
4
.5
2 3.
24
67
0"
26
26.150
.50
12°02'0
0
.5
9
26
.4
27.
27
Deck Stairs
46
23.
23.22
69
07 13
.5
Ramp
0
23.3
C 0
23
23.27
IN
.98
5
PO
.0
2
25
23.
.9
73
23
41
23.
23
8
9
.5
.6
.7
24
23
6
5
.1
26.1
26
Floor Level
9
74
.0
8
23.
2
27
00
.1
27
RL26.19
23.
24
23.00
.35
'00"
36
24.
1
.34
.1
30.175
25
23
192°02
25.25
.63
22.68
Deck
24
Co
06
137
nc
25.
re
59
23. 25.
19
te
RP160425
23.8
23.94
Dr
.23
6
.9
BM (Screw in Kerb) .57
ive
26
25
7
22 3
RL22.58 AHD 26.5
wa
22.59
25
5
y
26.85
.3
23.7
Stairs
23
Gully Pit 55
5
.
24.
8
21
.2
22.36
Garage Level
24
22.49
1
.35
.3
4
22
25
RL25.33
.6
24
0
26
.47
26.
3
.4
24.9
25
37
22.25 22.36
23
6
25
.6
.7
07
22
.15
25.
5
32 5.69
25
4
.0
24.80
23
7°0 0
24.
94
3
2'0
.1
22.21
25
3
25.92
22.10
7
.2
22.97
.1
0"
25
26
23
.65
9 .75
24
8
.4
22.12
22
.6
23.72
24
22.0
0 22.08 23
0
.06 23.97
Valve
.8
Po
24
8
2.0 w 23.37
2
er 282°02 CAP
. 78
24
21.98
Pit 8 22.09 po
le Telstra P '00" 24.7 25.20
l y .9 it 16.090 24.4
3 8
.51
Gul 21
22
25
25
Fire Hydrant 25.
25 5
22
.00
Back o 37
.1
.42
.4
f Kerb
5
31
22. Edge o
f Bitume
n
23.58 25
24.82
23
.46 Sewer Manhole
24.95
24.8 LEGEND
5
PRE-DEVELOPED CATCHMENT DEVELOPED CATCHMENT
PAVED GROUND
SITE AREA - 598m² SITE AREA - 598m²
NOOSA COUNCIL
APPROVE PLAN ROOF
DRIVEWAY
- 172.5m²
- 64.5m²
ROOF
DRIVEWAY
- 282.9m²
- 53.2m²
RAL22/0016 & OPW22/0180 OTHER PAVED - 67.4m² ROOF AREA OTHER PAVED - 113.6m²
PERVIOUS - 293.6m² PERVIOUS - 148.3m²
30 JAN 2023
IMPERVIOUS FRACTION - 50.9% IMPERVIOUS FRACTION - 75.2%
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 28/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET STORMWATER CATCHMENT FOR APPROVAL
© ABN 89 647 469 707 C
B
11/07/2022 ISSUE FOR OPW
24/06/2022 UPDATE ISSUE FOR MCU
BP
BP
NW
NW
NW
NW NOOSA HEADS NATHAN WAGSTAFF PLAN NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 30/03/2022 ISSUED FOR MCU BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C33 20220078 A1 D
Document Set ID: 22294223
Version: 1, Version Date: 02/02/2023
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.