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Approved Plans - OPW22-0197 · OPW22/0197
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
EXISTING LEGEND
PROPERTY BOUNDARY
MAJOR CONTOUR 1m
MINOR CONTOUR 0.25m
SEWER MAIN DN300 AC
NOOSA COUNCIL WATER MAIN DN100 AC
U/G TELECOMMS
APPROVD PLAN U/G ELECTRICITY
FENCE
OPW22/0197 21 OCT 2022 RETAINING WALL
PROPOSED LEGEND
CONCRETE DRIVEWAY CROSSOVER
INTERNAL CONCRETE DRIVEWAY
CONCRETE FOOTPATH
DWELLING
LANDSCAPE
LANDSCAPE BUFFER
RETAINING WALL
2.00 MAJOR CONTOUR 1m INTERVAL
2.25 MINOR CONTOUR 0.25m INTERVAL
NOTES:
1. FOR GENERAL NOTES REFER DRG C-00011.
3.00
CP
3.00 BUP5923
MINIMUM SETBACK FROM
EXISTING SEWER MAIN TOPSOIL & TURF VERGE AREA
1.
AROUND DRIVEWAY & FOOTPATH
90
1.
90
0
0
BUILDING AWNING
12 MATCH NEATLY TO EXISTING FOOTPATHS
SP156865
1.
65
0
1.30
7
53
1.50
1.
1.
60
1.50
5
GAZEBO
1.
1.0%
38
2.70
FFL 2.700 POOL MATCH NEATLY TO EXISTING KERB &
9
6.20 CHANNEL
7.50
0
UNIT 1 2.13 1.50
55
1.
FFL 2.700
1.
55
0
HILTON TERRACE
WM 1.3
11
1.
SP156865 GARAGE
33
34
8
FFL 1.550 1.50
1.
1.
106
27
1.
08
2
52
RP41223
4
1.80
5
922m²
1.80
EX. 3% MAX.
1.70
6.80
2.7%
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
4%
6.00
2.5% 12.5%
2.60
2.40
2.50
2.20
2.30
2.10
2.00
1.90
1.80
1.70
1.60
5.00
6.00
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00301.DWG
1.50
1.40
GAZEBO
1.30
1.20
1.10
FFL 2.700
POOL GARAGE
UNIT 2 FFL 1.550
1.
52
07
1.
FFL 2.700
5
SAW CUT EXISTING KERB WHERE REQUIRED
55
6.20 1.
0
AND MATCH NEATLY. INSTALL DRIVEWAY
1.
1.
CROSSOVER IN ACCORDANCE WITH IPWEA
25
55
1.3
1.32
7
STD DRG RS-049 & 050
0
35
2.70
10
0
SP156865 DRIVEWAY GATE ALIGNED WITH
1.
IL: 1.408
1.
0
90
65
FRONT BOUNDARY
6
1.
87
1.
53
Ø150 UPVC 1%
0
0
6
53
0.
1.
05
IL: 0.900
:
IL: 1.205 KERB ADAPTORS TO SIDE OF DRIVEWAY.
IL
IL: 1.185
1.30
REFER TO IPWEA STD DRG RS-081
1.
Ø150 UPVC 1%
1
19.4
450x450 STORMWATER PIT ACO K100 GRATED DRAIN BOLT DOWN
07
SL: 1.86
S
(OR APPROVED EQUIVALENT)
REINSTATE KERB PROFILE AT EXISTING
600x600 STORMWATER PIT DRIVEWAY LOCATION
1.
SL 1.41
0
1
450x450 STORMWATER PIT DOWN PIPES TO CONNECT INTO TRANSITION FOOTPATH
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