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SUPERSEDED Compiled Plans OPW20/0145.02
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Log in to see the plans as drawn FIELD INLET
NE
NEW MULTI-CELL HEADWALL
LOT 14
BOUNDARY
900x900 x DN375 RCP SW (LHS)
W
SL3.88 4005m² x DN600 RCP SW (CENTRAL)
BU
IL3.13 x DN375 RCP SW (RHS)
SH
E
DEPTH 0.75 FINISH SURFAC
FI
SW
RE
P
FIELD INLET RC
AC
0
900x900 60 1.8m
CE
SL3.60 % DN
<3
SS
IL2.30 N EW
DEPTH 1.0 SW 1 FLOW FLOW
P
RC 2
75 IL2.4 NEW DN600 RCP SW AT 0.31%
1:
:4 N3 I NATURAL SURFACE
D50=200mm
<1
4>
D 27
:2 W SW
<1 NE FIELD INLET
BIORETENTION 900x900 DATUM RL2.0
BASIN AREA SL3.93 STORMWATER SYSTEM 2 - SECTION I
20m2 IL3.18 SCALE 1:50 (A3)
SW DEPTH 0.75
1 RCP
5
2 37
DN LOT 13 5
1
NE
W ENERGY DISSIPATER CALCULATION
4117m²
:4 OUTLET VELOCITY = 1.4m/s NEW DN375 RCP SW
<1 PIPE SIZE = DN600 RCP
%
<3
I L = 3D [D50 = 200mm]
NE
27
SW
W
NEW DN600 RCP SW
NE
10.4m
9.7m
ENERGY DISSIPATOR LENGTH = 3D x 0.600 = 1.8m
<1
CA
W
%
:4
RP
<3
BU
AR
SH
KS
BIORETENTION FIELD INLET
FI
NE
RE
BASIN AREA 900x900 NEW DN375 RCP SW
W
%
20m2 <3
AC
SL3.30
CA
IL2.30
CE
RP
DEPTH 1.0 STORMWATER SYSTEM 2 - DETAIL PLAN
SS
AR
:2 1.8m
<1 STORMWATER SYSTEM 2 - ENERGY DISSIPATER DETAIL
KS
SCALE 1:250 (A3)
SCALE 1:25 (A3)
PROVIDE DN900 HEADWALL
SINGLE CELL
2
PS
W 12 PROVIDE GROUTED ROCK TO E
FINISH SURFAC
RC OUTLET WITH 200mm STONE
6 75 NATURAL SURFACE
DN
W
SW27
NE
J
1
FLOW FLOW
12
IL6.5
D50=200mm NEW DN900 RCP SW AT 0.12%
2.7mm
C P SW
25 R
DN5 LOT 9
NEW DATUM RL5.0
NEW
3274m² STORMWATER SYSTEM 12 - SECTION J
COVENANT SCALE 1:10 (A3)
DN9
BATTER
UT
WC
00 R
NE
NOOSA COUNCIL
CP S
ENERGY DISSIPATER CALCULATION
APPROVED PLAN 2.7m
W
OUTLET VELOCITY = 1.5m/s
OPW20/0145.02 18 MAR 2021 PIPE SIZE = DN900 RCP
L = 3D [D50 = 200mm]
2.6m
5
LOT 8 1
1 ENERGY DISSIPATOR LENGTH = 3D x 0.900 = 2.7m
3257m²
12
COVENANT PROVIDE CHILD PROOF SAFTEY
GRILL WITH HORIZONTAL SPACING
2.85m
NOT EXCEEDING 150mm
NEW DN900 RCP SW AT 0.12%
D RIVE
HAY
TER
WAL
SW27
J
STORMWATER SYSTEM 12 - DETAIL PLAN STORMWATER SYSTEM 12 - ENERGY DISSIPATER DETAIL
SCALE 1:250 (A3) SCALE 1:10 (A3)
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 27 OF 30
0 2.5 5 7.5 10 12.5m FOR STOCKWELL PTY LTD
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL p 07 5443 8285
DESIGN CHECK
SCALE 1:250 A3
(RPEQ 19358)
ABN 89 215 591 077
e [email protected] w www.barlowshelley.com.au
STORMWATER OUTLET DETAIL PLAN SW27 E
CL
DATE 13-09-19
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers
a PO Box 899, Maroochydore,4558 SHEET 1 OF 4 [STRUCTURE 1/2 & 1/12]
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