Council archive · source document
RFI - Engineering Plans · MCU26/0001
Plans and drawings: the text below has words only, no drawings.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
DATE PLOTTED: Wednesday, 20 May 2026 3:07:22 PM BY : CHANELLE STRYDOM
LEGEND
T
W
SITE BOUNDARY
T
29.25
29.50
EXISTING LAND PARCELS
W
T
33. DESIGN CONTOURS
50
W
T
36 EXISTING CONTOURS (INTERVAL 0.25m)
.00
T
W
SW SW SW PROPOSED STORMWATER DRAINAGE
> > > > > PROPOSED STORMWATER SWALE
T
3
W
32.5
29
30
33.5
33
31
37
32
30.5
OVERLAND FLOW PATH
36.5
36
EX1
35.5
34
34.5
35
31.5
T
29.75
PROPOSED KERB AND CHANNEL
W
FOOTPATH TO FLARE AT PROPERTY BOUNDARY
SW
T
PROPOSED TOP OF BATTER
TO PROVIDE TEMPORARY CONNECTION TO
W
EXISTING FOOTPATH. FLARE TO BE REMOVED PROPOSED TOE OF BATTER
SW
30.00
T
EXISTING GULLYPIT SURROUND WITH FUTURE DEVELOPMENT. EXISTING 300Ø PROPOSED RETAINING WALLS (TO STRUCTURAL
AND LIDS TO BE REPLACED, AS W STORMWATER PIPE 1A ENGINEER'S DETAILS)
SW
L = 80.25m
PER NOOSA SHIRE COUNCIL EX1
30.25W
SW SW SW
T
/ / SW
STD DRG 9223A 2 2.83m
/ / SW / / SW
/ / / SW / / SW
/ / SW/ / /SW / SW
/ / / SW / / /
SW / / SW / / SW / / /
SW / / SW / /
SW
/ / /
SW
/ /
SW
/ / /
SW
/ /
SW
/ / /
SW
/ PROPOSED CONCRETE DRIVEWAY
36.25SW SW SW SW SW SW
3
31.
3
/
EX1
36
31
30.7
35
35
36
6.2
35.
1.
35.0
34.50
34.7
34.00
BOTTLEBRUSH AVENUE
.00
25
.0
>
.75
50
.50
.50
T
SW
5
PROPOSED FOOTPATH
25
0
/
5
0
5
/
W
>
33.2
SW
PROPOSED 450x450 FIELD INLET OVER
T
EXISTING KERB AND CHANNEL
/
5
EXISTING 300Ø RCP STORMWATER LINE.
>
31.00
SW
LEVEL 1 ABOVE BASEMENT BELOW EXACT DEPTH AND LOCATION TO BE EXISTING ROAD CENTRELINE
W
T
/
CONFRIMED ON SITE.
>
EXISTING WATER SERVICE
SW
W W W
/
30.00
30.50
29.50
>
T
WS
/
PROPOSED 1.5m FOOTPATH S S S EXISTING SEWER RETICULATION MAIN
36.75
W
IN ACCORDANCE WITH
> /
IPWEA STD DWG PSD-101 1 SW SW SW EXISTING STORMWATER
T
/
SW
W
(CURRENT VERSION)
>
/
1.5m 1 T T T T EXISTING UNDERGROUND TELECOMMUNICATIONS
SW
T
REINSTATE KERB AND
>
/ / /
W
CHANNEL (TYPE B1 KERB) AND BASEMENT LEVEL 3kL EXISTING FENCE
/
SW
SW
33.50 RAINWATER REUSE TANK.
TIE IN NEATLY WITH EXISTING
/
T
>
225Ø STUB FOR HYDRAULIC EXISTING TOP OF BATTER
REFER TO HYDRAULIC
33.00
STORMWATER SWALE, 1% GRADE.
W 29.50 W
/
1 CONNECTION. REFER TO DETAILS ENGINEER'S DRAWINGS FOR
>
BY HYDRAULIC ENGINEERS TO PROPOSED NEW FIELD INLET. EXISTING TOE OF BATTER
T
1
/
CONNECTION DETAILS
5
4.9m
PROPOSED DRIVEWAY SEE DETAIL.
/
>
CROSSOVER IN ACCORDANCE 1 2 1 PROPOSED PIT NUMBER
T
WITH IPWEA STD DWGS
/
4 4.5m
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