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Compiled Approved Plans - OPW19 0203.03 · OPW19/0203.03
Plans and drawings: the text below has words only, no drawings.
LEGEND
PROPERTY BOUNDARY
EASEMENT BOUNDARY
STAGE 2 76.0 FINISHED CONTOUR
EXISTING KERB
SW SW EXISTING STORMWATER LINES
2.14 1.96 T T EXISTING TELSTRA
1.36
D50=200mm DIA. ROCK PLACED ON E E EXISTING ELECTRICITY
BIDIM A44 GEOFABRIC. (300mm
THICKNESS) (2.0m LONG)
W W EXISTING WATER MAIN
FL.4.380 FL.4.180
S S EXISTING SEWER MAIN
D50=200mm DIA. ROCK PLACED ON
1.0%
1.0%
INTEGRAL KERB
BIDIM A44 GEOFABRIC. (300mm
THICKNESS) (3.2m LONG) PROPOSED STORMWATER
18 19 20 21 22 PROPOSED GULLY PIT
FFL.4.400 FFL.4.400 FL.4.430 FL.4.330 FL.4.130 FL.4.030 FFL.4.000 FFL.4.000 FFL.4.000 1.85
STUB FOR HYDRAULIC 23 RAIN GARDEN 3. REFER
G3/12*
PROPOSED GULLY PIT LABEL - ASTERIX DENOTES
4.2
1.0%
DRAWING C117 FOR DETAILS
1.0%
STUB FOR HYDRAULIC FFL.4.000 F7/13 INSTALL SPEL STORMSACK OR APPROVED EQUIVALENT
CONNECTION.
CONNECTION. FI1/14 MH5/7 HW2/8 PROPOSED FIELD INLET
225Ø PVC. IL.3.250 FL.3.610
FI1/15 225Ø PVC. IL.3.250 F6/13 FL.3.460 TOP OF WALL (RL 2.900)
PROPOSED MANHOLE
FL.3.975
2.18
FI1/8
FL.4.375 CONTINUE RETAINING WALL ALONG PROPOSED STORMWATER HEADWALL
F3/13 F4/13 FL.3.610 HW6/7
NORTHERN EDGE OF RAMP (4.8m APPROX.)
%
4.3%
FL.3.720 3.6 PROPOSED RETAINING WALL
2.3
4.3%
5.0%
3.8 F5/13 FL.3.570 (PART OF BUILDING DESIGN)
FOR CONTINUATION REFER SHEET C109
4.0
RL 2.300 STUB FOR HYDRAULIC CONNECTION. REFER STRUCTURAL DRAWINGS
FL.4.100 FL.3.720 300Ø PVC. IL.2.300 (UNITS 24-37)
BUILDING
%
2.0
4.3%
REFER STRUCTURAL DRAWINGS
4.3%
5.0%
4.3%
24
3.7%
FL.3.800
1.1% FFL.4.000 GRASS-LINED ACCESS RAMP (1 : 8) E ROAD PAVEMENT
0.5% 0.5%
6.1% 150mm THICK N32 CONCRETE WITH
FL.3.395 SL82 MESH, 50mm TOP COVER
FL.3.945 4.0
00
FL.3.885 3No REMOVABLE BOLLARDS
3.8
G3/7* 0
3.5
FL.3.525 0
2.7%
3.6
G4/7* 125mm CBR 15 TYPE 2.3 BASE COURSE (PROV.)
1.8%
FL.3.970 G1/16* FL.3.790 G3/12* FL.3.515 FL.3.975 FL.3.975
(90mm SURFACE MOUNT,
FL.4.055 TWIST TYPE, UNIQUE LOCK) DRIVEWAY
0.8% 0.8% 3.6% REFER IPWEA STD DRG RS-051
25
10.4%
6.6%
%
26
2.7%
CONCRETE FOOTPATH
5.0%
2.4
3.0 FFL.4.000
% 2.58 REFER IPWEA STD DRG RS-065
FFL.4.000 LANDSCAPED BATTER (1 : 2).
FL.3.740
FL.4.510 FL.4.285 REFER LANDSCAPE DRAWINGS STAGE BOUNDARY
1.7%
4.2 3.8 FL.3.975 FL.4.025
FOR PLANTING DETAILS.
%
FL.3.975
4.4
5.5
STAGE 1 G2/12*
%
2.7%
1.0% 4.0
1.0
5.0%
4.6
FL.3.925
%
FL.4.025 2.60
2.2
4.0 1.0%
3.3%
FL.3.975
%
1.0
FL.4.375 FL.4.375 FL.3.975 FL.3.975 FL.3.870
2.59
4.2
G1/12* 1.0% FL.3.975
5.5% 27
1.0%
2.9%
1.0%
1.0%
1.8%
FL.3.975 FFL.4.000
FL.4.425 FL.4.425
37 36 35 34 33
FL.4.025
31 30
FL.3.975 FL.3.975
FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.000 FFL.4.000
38 32 29 28
FFL.5.200 FFL.4.400 FFL.4.000 FFL.4.000
5.40 4.85 4.33 3.90 2.99
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0203 14 JAN 2020
0 4 8 12m
Scale 1:200 @A1
Scale 1:400 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the PIVOTAL PERSPECTIVE 64 GATEWAY DRIVE Designed Verified
64 GATEWAY DRIVE, NOOSAVILLE ROADWORKS AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's E 13.01.20 AMENDED AS CLOUDED J.C.
PLANNING CONSULTANT PTY LTD M.K.P. D.R STORMWATER LAYOUT Drawing Number
client. This drawing shall only be
D 10.01.20 AMENDED AS CLOUDED J.C. 4/59 MARY STREET
used for this specific project.
C 03.12.19 STORMWATER AMENDED M.K.P. NOOSAVILLE, QLD 4566
Approved
D. REYNOLDS
RPEQ No
9072
RP DESCRIPTION: LOT 9 ON RP251589 PLAN - SHEET 2 OF 2 18556 - C110
Noosa: 07 5449 9600 LOCAL AUTHORITY: SUNSHINE COAST
This drawing shall not be used B 04.11.19 CONTOURS AND STORMWATER AMENDED M.K.P. Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: MCU 12/0060.02 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM: LOCAL
A 10.09.19 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 13.01.2020
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
RL DATUM: PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
10 of 23 E
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