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Attachment 2 - 1856-Stormwater Rev. F
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NE
FIELD INLET NEW MULTI-CELL HEADWALL
BOUNDARY
LOT 14
W
900x900 · DN375 RCP SW (LHS)
BU
SL3.88 4005m² · DN600 RCP SW (CENTRAL)
IL3.13
S
· DN375 RCP SW (RHS) E
FINISH SURFAC
HF
DEPTH 0.75
SW
IR
E
P
FIELD INLET RC
AC
0
900x900 60
CE
1.8m
SL3.60 % DN
SS
<3 W
IL2.30 NE
DEPTH 1.0 SW 1 FLOW FLOW
P
RC 2
5 IL2.4 NEW DN600 RCP SW AT 0.31%
1:
:4 37 I D50=200mm
NATURAL SURFACE
4>
<1 DN 27
2 SW
1: W
< 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
P
1 RC
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
NE
27 L = 3D [D50 = 200mm]
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
S
HF
K
NE
BIORETENTION FIELD INLET
S
IR
W
BASIN AREA 900x900 E NEW DN375 RCP SW
% AC
20m2 <3
CA
SL3.30
CE
IL2.30
RP
SS
DEPTH 1.0 STORMWATER SYSTEM 2 - DETAIL PLAN
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
W 12 PROVIDE GROUTED ROCK TO
C PS FINISH SURFAC
E
OUTLET WITH 200mm STONE
5R NATURAL SURFACE
67
DN
EW
SW27
J
N
1
FLOW FLOW
12
IL6.5
D50=200mm NEW DN900 RCP SW AT 0.12%
2.7mm
P SW
5 RC
N52 LOT 9
WD
NEW
NE DATUM RL5.0
3274m² STORMWATER SYSTEM 12 - SECTION J
COVENANT SCALE 1:10 (A3)
DN9
TER
BAT
CUT
00 R
NEW
CP S
ENERGY DISSIPATER CALCULATION
2.7m
W
OUTLET VELOCITY = 1.5m/s
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%
IVE
HAY DR
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 DRAWN
I GDETAL
IS 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 SCALE 1:250 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER OUTLET DETAIL PLAN SW27 E
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 1 OF 4 [STRUCTURE 1/2 & 1/12]
DATE 13-09-19 Barlow Shelley Consulting Engineers
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