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18556-C109_[F]
Attached to the e-mail IDAS Form 5 - Minor Change Application - 64 Gateway Dr Noosaville.
S
LEGEND
S
PROPERTY BOUNDARY
STAGE 3 STAGE 2
IL.3.176
4.4 D50=200mm DIA. ROCK PLACED ON EASEMENT BOUNDARY
4.6 BIDIM A44 GEOFABRIC. (300mm
IL.3.580
76.0 FINISHED CONTOUR
SW
4.8 THICKNESS) (2.0m LONG)
S
5.0 HW4/1 EXISTING KERB
5.2
5.4 5.62
SW SW EXISTING STORMWATER LINES
7.09 4.30 3.42 3.25
SW
T T EXISTING TELSTRA
S
E E EXISTING ELECTRICITY
W W EXISTING WATER MAIN
SW
5.2
7 FL.5.070 FL.4.680 S S EXISTING SEWER MAIN
1050Ø
1.0%
1.0%
FFL.5.645 INTEGRAL KERB
S
8 9
5.4
FFL.5.645 PROPOSED STORMWATER
10 11
SW
FFL.5.645 12 13 14 15 16 17
FFL.5.200 FFL.5.200 FFL.5.200 FFL.5.200 FFL.5.200 FL.5.230 FL.5.030 FFL.4.400 FFL.4.400 PROPOSED GULLY PIT
FL.4.630 FL.4.430 FFL.4.400
5.7%
5.6
PROPOSED GULLY PIT LABEL - ASTERIX DENOTES
S
1.0%
5.6
G3/12*
1.0%
SW
FL.5.620 INSTALL SPEL STORMSACK OR APPROVED EQUIVALENT
5.0
PROPOSED FIELD INLET
FOR CONTINUATION REFER SHEET C110
FL.5.175 FL.5.175 FL.4.375 PROPOSED MANHOLE
4.8
SW
S
6
5.4
CONSTRUCT 1350 DIA. MANHOLE PROPOSED STORMWATER HEADWALL
0.5%
3.6%
RAIN GARDEN 2.
4.8%
3.6%
FFL.5.645 OVER EXISTING 1050 DIA.
1.0%
4.6
STORMWATER PIPE REFER DRAWING PROPOSED ROCK LINED SWALE
5.0%
5.0
C117 FOR DETAILS PROPOSED RETAINING WALL
SW
FL.5.560 1.3%
1.3% FL.5.190 FL.5.140
S
FL.4.950 FL.4.930 4.2 (PART OF BUILDING DESIGN)
4.4
FI1/1
5.6
3.6%
MH3/1 REFER STRUCTURAL DRAWINGS
9% 5% 14.0%
5
1.0%
FL.5.200 FL.5.160
5.0%
2.5% FL.4.835
SW
%
MH2/1 4.8 BUILDING
2.5
FFL.5.645
0.50
W W W FL.4.820 G2/7* REFER STRUCTURAL DRAWINGS
S
FL.5.410 FL.5.160 1.1%
150Ø PVC-U
FL.5.620 FL.5.500 W FL.4.750 FL.4.625 2.5% 1.4%
FL.5.500 FL.5.400 W FL.4.265 ROAD PAVEMENT
PROVIDE 2 x 200mm 150mm THICK N32 CONCRETE WITH
SW
FL.5.350
GAPS IN KERB FL.5.450 FI1/5 SL82 MESH, 50mm TOP COVER
5.8 W
4 FL.5.500 FL.5.610 FL.5.850
MH2/19 W FL.4.950 FL.4.595 FL.4.350
125mm CBR 15 TYPE 2.3 BASE COURSE (PROV.)
S
PMT 1.1%
FFL.5.645 4.8
PROVIDE 13 x 200mm 5.8 G1/19 G1/7* DRIVEWAY
% SW FFL 5.600
6.0
3.2%
5.0%
GAPS IN KERB WITH W HEAVY DUTY VEHICLE REFER IPWEA STD DRG RS-051
6 W
1.5m SEPARATION5. CROSSING. REFER CONCRETE FOOTPATH
FL.6.040 IPWEA STD DRG RS-051 5.0
S
FL.5.300 REFER IPWEA STD DRG RS-065
SW
4.3%
W
T
3 RAIN GARDEN 1. 3.5%
2.2%
STAGE BOUNDARY
5.8
6.0
2.0%
STAGE 1
W
FFL.5.645 REFER DRAWING 2.0% PROPOSED 6m x 3m
3.2%
5.0%
4.0% C117 FOR DETAILS
FL.5.620 T STORMWATER EASEMENT
W SW
FL.5.775 4.1%
4.8
S
FL.5.775 FL.6.040
FL.5.280 FL.5.160 5.0
FL.5.965 FL.5.175 FL.5.175
FL.5.620
T
W
FL.5.265
SW
1.0%
1.0%
1.0%
1.0%
1.0%
2.0% 5.5%
S
2 1 T
FFL.5.645 FFL.5.800 F FL.5.250 FL.5.175 FL.5.225
IL.3.313
FL.5.830 FL.5.965 FL.5.175
SW
E
SW
40
W
T E 39
IL.3.940
6.78 E FFL.5.200 FFL.5.200
S
E 42 41
SW
G2/18
EX3/18 ET FFL.5.200 FFL.5.200
W
S S S S S S S S S
E
SW
IL.3.990 150Ø PVC-U IL.4.330 E
SW
T DEMOLISH EXISTING GULLY PIT
3.27 6.43 AND CONSTRUCT NEW GULLY
5.94
S
5.73
W
PIT WITH 2.4m LINTEL OVER
SW
T
EXISTING STORMWATER PIPE.
SW
JOIN NEATLY TO EXISTING
E
E.504218.400
STORMWATER PIT N.7079255.135
E
JOIN NEATLY TO
S
T
W
EXISTING PATHWAY
GATEWAY DRIVE
JOIN NEATLY TO
SW
SW
SW
EXISTING PATHWAY
E
T
E
SW
SW
SW
W
E
T
S
SW
SW
SW
E
W
SW SW SW
E
T
S
SW
E
W
E
SW
T
S
E
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
F 25.01.24 LINE 18 SEPARATED INTO LINES 18 & 19 SDP
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 30.03.20 PARKING BAYS AMENDED MKP
PLANNING CONSULTANT PTY LTD M.K.P. D.R. STORMWATER LAYOUT Drawing Number
client. This drawing shall only be
D 02.03.20 PMT ADDED : SWD L1&L5 : RW LINES REMOVED JF 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 13 ON SP170295 PLAN - SHEET 1 OF 2 18556 - C109
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA COUNCIL
This drawing shall not be used B 04.11.19 CONTOURS AMENDED M.K.P. 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 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 25.01.24
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
RL DATUM: PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
9 of 24 F
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