Council archive · source document
stormwater layout plans 2 · MCU13/0092
Plans and drawings: the text below has words only, no drawings.
PROJECT TEAM
Consulting Engineer:
3
i consulting pty ltd
engineering consultants
innovation, ingenuity, inspiration
L2 39 Sherwood Rd PO Box 909
DAV Toowong, Qld 4066 Toowong, Qld 4066
ID L www.icubed.com.au [email protected]
9.8 OW ABN 89 106 675 156 ACN 106 675 156
WA
9.8 Y p 07 3870 8888 f 07 3870 8988
9.7
9.7
9.6
COMMUNITY HOUSE
FACILITY BUILDING
SHED
DP DP DP DP STORMWATER LEGEND
LINE DESCRIPTION
IL 9.400
DP DP DP DP DP DP DP STORMWATER EXISTING
EXISTING MANHOLE PROPOSED STORMWATER MAIN
IL 7.684
PROPOSED AGG DRAIN
OVERHEAD
IL 9.400 DP
FINISHED SURFACE CONTOURS
NOTES:
DP
EXISTING
DP DP 1. ALL STORMWATER DRAINAGE TO BE IN ACCORANCE WITH
TELSTRA
AS/NZS 3500.3.
EXCHANGE
FACILITY
2. ALL DOWNPIPES TO BE 150DIA PVC UNLESS NOTED OTHERWISE.
DP
3. ALL REINFORCE CONCRETE PIPES TO BE RUBBER RING JOINT
DP 4. ALL NON-PRESSURE PIPE TO BE HD UPVC PIPE.
5. LAYING OF PIPES TO BE IN ACCORANCE WITH AS/NZS 3500.3.
3.02%
PROPOSED BUILDING SHED 6. DOWNPIPES, SUSPENDED DRAINAGE PIPES TO BE INSTALLED IN
FFL10.000 ACCORDANCE WITH AS/NZS 3500.3.
DP DP
GRATED PIT
7. MINIMUM SLOPE ON GUTTERS SHALL BE:
SL 9.670
EAVES GUTTERS 1:500
DP DSIL 8.845 9.8 BOX GUTTER 1:200
9.7
DP DP 8. ENVIROPODS TO BE INSTALLED IN ALL GRATED PITS UNLESS
9.7 OTHERWISE NOTED.
1 IN 40 MAXIMUM GRADE BETWEEN 9.6
DISABLED CARPARKS AND BUILDING 9.6
225DIA PVC AT 0.5%
9.5
DP DP
DP
9.5
9.4
9.4
GRATED PIT 9.3
3.03%
12KL UNDERGROUND DP DP SL 9.220
DSIL 8.395 9.3
DP RAINWATER TANK DP DP
9.2
IL 9.000 9.2
IL 8.900
GRATED PIT 2 GRATED PIT
GRATED PIT 9.1
%
SL 9.815 C32 SL 9.642
225DIA PVC AT 0.5% SL 9.530 225D
T 0.5
1050 MANHOLE IL 8.990 9.1
IL 7.600 DSIL 9.095 IA P
DSIL 7.520 USIL 8.705 VC A
A
DSIL 8.845 T 0.5% 9.0
PVC
B CARPARK REMOVED 09.05.2013 T.J.S.
9.0
DIA
A FOR APPROVAL 14.03.2013 T.J.S.
9.7
300DIA RCP AT 0.5% DETENTION BASIN 1
225
8.9
9.6
IL 7.506 REV DESCRIPTION DATE BY
9.6
8.9 Status
9.5
3.4 300D
9.5
9% GRATED PIT IA P 8.8
VC A
FOR APPROVAL
9.4
SL 8.910 T 0.5%
9.4
8.8
9.3
USIL 8.085 NOT TO BE USED FOR CONSTRUCTION
9.3
9.2
DSIL 8.010 8.7 Project
9.2
GRATED PIT
9.1
PROPOSED SHOPPING CENTRE
9.1
9.0 SL 8.710 8.7
USIL 7.810
9.0 8.6
8.9
300DIA PVC AT 2.3% DSIL 7.770 LOT 94 RUFOUS STREET,
8.9
8.6
8.8
PEREGIAN BEACH
8.8
DETENTION BASIN
8.52
8.7
IL 7.620
8.7
for
RUFOUS
8.6
8.5
MULTISPAN AUSTRALIA Pty. Ltd.
8.6
STREET 8.4
IL 7.430 8.4 GRATED PIT
SL 8.260
Title
GRATED PIT 225DIA PVC AT 0.6%
SL 8.350 STORMWATER PLAN
50
IL 5.8
1 STORMWATER PLAN 3
C32
450DIA RCP AT 5.0% Drawn Date Chkd Date
1 : 250
M.R.R. 19.02.2013 N.C.
4 Design Date Apprd Date
IL 5.300 C32
T.J.S.
Scale A1 Certif Date
As indicated
Project No. Dwg. No. Rev
10/05/2013 9:42:17 AM
EXISTING PIPE
13-024 C31 B
c These drawings remain the property of i³ consulting pty. ltd. and must not be
copied in any format without the written permission of the owners of the copyright.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
stormwater layout plans 2Related documentApplication case desk ↗
About this file
- File size
- 168 KB (small file)
- File type
No other editions are linked here.