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Approved Plans - OPW20-0037
Plans and drawings
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E
PLAC
T
13
SP161828
GUM
CUT-OFF DRAIN. (TURF LINED)
E
0.3m DEEP WITH 1 IN 2 MAX.
T
T BATTERS.
DED LEGEND
E
FLOO
PE
RESIDENTIAL DRIVEWAY IN
PROPERTY BOUNDARY
VELO
ACCORDANCE WITH IPWEA
T
SW
STD DRG RS-049 BUILDING ENVELOPE LINE
N
.0
SW
0.0
E
ING E
148
15
2.0
130.0
13 EXISTING CONTOUR
15
SW E 28.0128.0
BUILD
.0 76.0 FINISHED CONTOUR
150
00
132.0
.0
2.0
1
150
EXISTING KERB
15
300 DIA. PVC
.0
.0
SW SW EXISTING STORMWATER LINES
129
148
U/S IL.131.70
E E
.0 EXISTING TELSTRA
130
D/S IL.131.21
.0
T T EXISTING TELSTRA
151
0
ROCK LINED SWALE
E
132.
D50=150mm CONTROL LINE
152.0
130.0
PROPOSED STORMWATER
20 132.0
148.0
PROPOSED RETAINING WALL
154.0
3.0m MIN. WIDTH DRIVEWAY
136.0
E
149.0
DRIVEWAY PAVEMENT
133.0
2 COAT SEAL
134.0
138.0
14mm AGG FIRST COAT (SPRAY RATE 1.5L/m2)
135.0
154.0
7mm AGG FIRST COAT (SPRAY RATE 1.1L/m2)
150.0
E
132.0
150mm TOP COURSE LAYER TYPE 2.3
136.0
300 DIA. PVC
4 100mm SUB BASE COURSE LAYER TYPE 2.4
U/S IL.139.68
140.0
137.0
153.0
RP198920
134.0
D50=200mm DIA. ROCK PLACED ON D/S IL.139.31
BIDIM A44 GEOFABRIC. (400mm
138.0
142.0
E
THICKNESS) (2.0m LONG) 40
ROCK LINED SWALE
D50=150mm
146.0
151.0
CONSTRUCT ROCK BERM AT OUTLET,
136.0
144.0
5m LONG PARALLEL TO CONTOUR
E
LINE. REFER TYPICAL SECTION
140.0
152.0
142.0
138.0
250 DIA. PVC
U/S IL.146.14 *
0
E
60
APPROVED PLAN
.
DR D/S IL.145.33
130
149.0
CONSTRUCT ROCK BERM AT OUTLET, IVE
0
144.0
143.
E
5m LONG PARALLEL TO CONTOUR
LINE. REFER TYPICAL SECTION
WA
Y OPW20/0037
NOOSA COUNCIL
140.0
150.0
D50=200mm DIA. ROCK PLACED ON
146.0
5 MAY 2020
142.0
BIDIM A44 GEOFABRIC. (400mm
153.0
THICKNESS) (2.0m LONG) -
147.0
80
.0
.0
44
146
1
ROCK LINED SWALE
.0
0
5
D50=150mm
151.
14
0
NOTE:
144.
152.0
EXISTING ELECTRICITY, COMMUNICATIONS AND CONSTRUCT ROCK BERM AT OUTLET, 9.0
14
5m LONG PARALLEL TO CONTOUR
.0
STORMWATER HAVE BEEN PLOTED FROM DBYD DATA.
0
144.0
148
10
LINE. REFER TYPICAL SECTION
146.0
0.0
D50=200mm DIA. ROCK PLACED ON 15
BIDIM A44 GEOFABRIC. (400mm
.0
147
4.0
THICKNESS) (2.0m LONG)
15
4.0
15
12 151.0
.0
148.0
152
2.0
0
15
.
150
0
.0
149.0
148
8
6.21
12
CUT-OFF DRAIN. (TURF LINED)
0.3m DEEP WITH 1 IN 2 MAX.
0.0
15
BATTERS.
FINISHED SURFACE
0.30
LEVEL
1
2.0
RP185213
15
1.0
15
.0
X 1 IN 150
2 MA 2M
0.30
AX
1 IN
.0
150
O PE
NATURAL SURFACE EL
ENV
.0
LEVEL
D ING 152
BUIL 0 0.4 0.8 1.2m
TYPICAL ROCK BERM SECTION Scale 1:20 @A1
SCALE 1:20
0 5 10 15m
Scale 1:250 @A1
Scale 1:500 @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 MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE ROADWORKS AND AS SHOWN A1
agreement between Tod
ASSOCIATES BLACK MOUNTAIN
Consulting pty ltd (tc) and tc's
client. This drawing shall only be SURVEYORS & PLANNERS
M.K.P. D.R STORMWATER LAYOUT Drawing Number
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
PLAN 20506 - C05
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used B 01.04.20 TYPICAL ROCK BERM SECTION ADDED M.K.P. COOROY, QLD 4563 COUNTY:
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 APPROX:
A 03.03.20 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 01.04.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
5 of 7 B
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