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SUPERSEDED Approved Plans MCU21-0020 & OPW21-0035
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NOOSA COUNCIL
APPROVED PLAN
MCU21/0020 & OPW21/0035
7 SEP 2021 19.59
all 19.45
Top of W 19.65
19.60
16.69
6
15.40
• • • •• • •• • •••••••••••
••
• •••••••• 16.34
• • •• • ••
13.83
33.635 17.21
3
15.80
12.78
13.827
12.30 Emt M SP179879
Bo
x Bo 19.30
Emt N SP179879
x
16.62
16.93 17.09
Bo
x
6
Pi
ne
• • • • •• • • • • • • IL• 11.28
14.45
••
• • • •• • •• • •••••••••••
19.10
14.75
•• 16.11 17.64 19.24
•••
LL
SW
P
12.90 13.98
•••
•••
12
.1 12.61
5
13.02 19.07
13.695
Pi
11.96 ne
IL 11.28
14.61
15.05 Ca
17.77
• • • •• • •• • •••••••••••
da
H gh
IL CB i
11
.1
• • • • •• • • • • • • • • •
0
4.975
Bo 15.95
x
Sc
ru
b
14.31 15.34
Bo 19.11
13.12 x 33.711
19.04
13.34
11.84 • • • •• • •• • •••••••••••
18.89
19
12
16.34 19.02
18
18.86
1
14.29 15.50
12.49
. . .
Revision Description Date
Issue:
DEBUILD T/A
ABN 40 098 481 899
Title: STORMWATER MANAGEMENT
PLAN
Project 27 Grant Street
Noosa
Date: Dec 2020 Drawn: LR Design: TM
Checked: Drg No.
30378 - SW1.1 .
[OCR of page images]
NOOSA COUNCIL
DRAWING SIZE — A2
APPROVED PLAN
MCU21/0020 & OPW21/0035
7 SEP 2021
11.84
969°&b BOUNDARY: + eee ee
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
sw.
INFILTRATION TANKS 5 IN LINE REFER
DETAL
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED WIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES EXISTING SEWER LINE
PROVIDE 150 DIAM BRANCH OFF 1
EXISTING SW INTER-ALLOTMENT :
DRAINAGE. PIPE, Vt
$
Go
Ky
2
=
9
8a
2 \ :
SR. le PROMIDE LEAF CUTTEReGUARDS
3/2 TO ALL ROOF DRAINING THOUGH
. INFILTRATION AIS: \ ee
s | LANDSCAPE.
2:
2
Ble
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2
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a Ld
1196 ~
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5 ey \ 1"
a: LANDSCAPE ® Oo
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DRIVEWAY GRATE ra To ‘
BYPASS INFILTRATION PITS
LEGEND
rau, CATES DRECTON OF FALL SITE PLAN — STORMWATER MANAGEMENT
= TO FINISHED SURFACES MIN 1 in 100 Seale 1 : 100
GRADE Opt? 2 + Smt: 100 @ AZ
fann—t_}-—1_t
450Sq GRATED FIELD INLETS, PRE—CAST
FES?! CONCRETE. HEAVY DUTY GRATE WHERE IN
ORIVEWAY
AUSDRAIN ENVIROMODULE 2 PROVIDE INSPECTION OPENINGS
GD—xxx vex(W) GRATED DRAIN WTH HEAVY DUTY INFILTRATION CELLS 5 IN LINE, (1.0.S) FOR FLUSH OUT
GRATE. WRAPPED IN GEOFABRIC
DP © INDICATES DOANPIPES FROM ROOF. REFER Los
HYDRAULIC CONSULTANT FOR DETAILS : ~
STORMWATER a
— INDICATES STORMWATER DRAIN EXISTING STORMWATER
Swix AS NOTED INFLOW FROM ounLOW
ROOF ONLY | |
— rw Une To FURR ESOERS ETAL,
MIN 90 DIAM uPVC [ZNO NIAANE NI NY |
sw-P 5No.) AUSORAIN ENVIROMODULE 2 ALL PIPE PENETRATIONS THROUGH THE PROVIDE SLOTTED THESE PITS CAN ONLY BE USED
GEOFABRIC 10 BE FITTED WITH STAINLESS STEEL
PIPE CLAMPS, GEOFABRIC 10 BE LAPPED AT
JOINS WITH A ROOT INHIBITOR PROVIDED ALONG
THE JOIN LINES
PIPE THROUGH
MATRIX CELLS.
FOR ROOF RUNOFF, ALL
DOWNPIPES TO BE FITTED WITH
LEAF AND DEBRIS GUARDS
ATLANTIS DRAINAGE CELL SOAKER PIT DETAIL
fant—t_?-—1_jm1:100 @ a2
KEY.
EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
£0.8. EXISTING EDGE OF BITUMEN
kK &C EXISTING KERB & CHANNEL
NS NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP, ELECTRICAL POWER POLE
KERB EXISTING KERBING
Revision [ Description [Date
‘sus OR APPROVAL
+) Sch ===
eben sepenginees.con
Noosa Heads
Ph (07) 5455 5604
tmakadnngsopergnees cn
Tite: STORMWATER MANAGEMENT
PLAN
Project 27 Grant Street
Noosa
Date: Dec 2020 | Drawn: LR [_Desion: TM
Dig No. Rew
30378 - SW1.1] .
‘Checked:
RPEQ $835
'S Richardson
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