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23598_OPW Set_20240403
NOT FOR CONSTRUCTION
SW SW SW SW SW SW SW SW SW SW
SW
S S S S S S S S S
RL.16.34
SW
S
SW
IL.11.840
S
RL.15.97
SW
PROPERTY BOUNDARY
B3
S
B4 RAISE EXISTING
PRELIMINARY ONLY
STORMWATER PIT TO EASEMENT BOUNDARY
FFL.15.00 FFL.15.00
IL.11.965
B1 B2 SUIT FSL.13.77 (ESL.13.27)
SW
76.0 FINISHED CONTOUR
FFL.15.50 FFL.15.50 EXISTING BITUMEN EDGE
S
B5 B6 EXISTING KERB
FFL.14.95 FFL.14.95
SW
EXISTING STORMWATER LINES
EXISTING OVERHEAD POWER LINES/POLE
S
EXISTING TELSTRA
SW
E E EXISTING ELECTRICITY
EXISTING WATER MAIN
RL.15.94
S
SW
FI3/2 EXISTING SEWER MAIN
PROPOSED STORMWATER
RL.15.93
PROPOSED SPOON DRAIN (0.6m WIDE)
SW
S
FI1/2 PROPOSED SWALE
DN300
PROPOSED GULLY PIT
FI2/2
SW
RL.15.96 PROPOSED FIELD INLET
S
PROPOSED MANHOLE
FI4/2 PROPOSED SEWER MAIN
SW
PROPOSED WATER MAIN
S
RETAINING WALL. REFER STRUCTURAL
BARTLETT ROAD
DRAWINGS FOR DETAILS
SW
MH6/2 8 8 8 8 TRAFFIC BARRIER
ROAD PAVEMENT
S
DT5/2
REFER DETAILS ON SHEET C16
SW
1
17.1kL DETENTION TANK RP174730 DRIVEWAY
B7 (AUSTRALIAN TANKS) REFER GRC STD DRG No. R02 AND R03
FFL.16.00
SW
S
CONCRETE FOOTPATH
B8 B9 B10 B11 REFER GRC STD DRG No. R09
FFL.15.85 FFL.15.85 FFL.15.76 FFL.15.76 TIMBER BOARDWALK
(BY OTHERS)
SW
S
SW
B12
S
RL.16.50 FFL.15.60
SW
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
S
RL.17.46 RL.17.37 RL.17.29 RL.15.75 RL.15.65
2.
SW
8
2%
1.8%
1%
1%
17.4
S
SW
RL.15.70 RL.15.62
FI1/1
17.4
2% 5% 5% 6% 6%
%
SW
2.0
1%
1%
1%
2.40
S
TYP.
16.2
RL.17.42 RL.17.37 RL.15.73 RL.15.64
SW
S
SW
5.40
17.2
15.8
16.8
BIO RETENTION
16.4
16.0
1.6%
S
BASIN (7m2)
SW
INSTALL BOLLARD TO
AS2890.6
RL.17.36 RL.15.73 RL.15.69 TYPICAL FIELD INLET SETOUT
S
IL.13.746
SW
W W W W W INSTALL CHEVRON TO SCALE 1:50
AS2890 & MUTCD
SW SW DENOTES SETOUT POINT
INSTALL WHEEL STOP IN INSTALL DISABLED SYMBOL
SW
ACCORDANCE WITH AS2890.1 TO AS2890 & MUTCD
22 10
RP888470 RP150347
0 2 4 6m
SW
Scale 1:100 @A1
Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD ROADWORKS AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE STORMWATER LAYOUT Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
PLAN 23598 - C04
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
4 of 11 A
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