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Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145
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1
NEW TREE PIT 10m2 10
NE
FOR ROAD B BIORETENTION BASIN AREA=10m2 W
DN
60
SW
PROVIDE SCOUR PROTECTION 0
RC
TO KERB BREAK OUTS & AS PER
P
P
RC
SW
NEW ROAD B DETAIL ON PLAN 1856-SW19
5
37
5
N
PROVIDE BARRIER KERB (B1 TYPE)
D
WITH CUT-OUT AS SHOWN ON PLAN 5
5
EW
.5
NE
L4
1856-SW19 W
N
DN
W
R
600
NEW HOFMANN DR
PS
FP
RC
G 25 LOT 16
PS
W
W
RC
E
SW
N
4430m² NEW D
75
N525 R
CP SW
3
FOR ROAD B BIORETENTION
DN
6
BASIN AREA=7.4m2
1 5
W
FOR BIO BASIN SECTIONS
NE
REFER TO PLAN 1856-SW19 4 1
9
G2
PROVIDE SCOUR PROTECTION
5
SW2
PROVIDE SCOUR PROTECTION
7
PROVIDE SCOUR PROTECTION TO KERB BREAK OUTS & AS PER
.8
TO KERB BREAK OUTS & AS PER
L4
TO KERB BREAK OUTS & AS PER DETAIL ON PLAN 1856-SW19
DETAIL ON PLAN 1856-SW19 SW
R
P DETAIL ON PLAN 1856-SW19
FP
RC NEW H
3 5 OFMA
W
37
7
NN DR
E
DN
PROVIDE BARRIER KERB (B2 TYPE) WITH
.5
N
2
L4
PROVIDE BARRIER KERB (B1 TYPE) WITH EW 400mm CUT OUT'S TO CHANNEL ROAD B
R N FOR ROAD B BIORETENTION
4
CUT-OUT AS SHOWN ON PLAN RUN-OFF INTO BIO-RETENTION BASIN
FP
.3
BASIN AREA=5.0m2
L5
1856-SW19 N
W
EW
R
E
N
FP
D
N
52
W
G 25 5
E
RC
G2
N
LOT 14
5
SW 00 P
SW2
6 SW
4005m² DN 2
2
PROVIDE SCOUR PROTECTION PROVIDE BARRIER KERB (B1 TYPE) WITH
TO KERB BREAK OUTS & AS PER CUT-OUT AS SHOWN ON PLAN 1856-SW19
FOR ROAD B BIORETENTION DETAIL ON PLAN 1856-SW19
BASIN AREA=7.6m2
7
.5
L4 NEW ROAD B
R
LOT
PROVIDE 13KERB (B2 TYPE) WITH
BARRIER
FP
400mm CUT OUT'S TO CHANNEL ROAD B
W
4117m²
E
RUN-OFF INTO BIO-RETENTION BASIN
N
STORMWATER TREE PIT - DETAIL PLAN
STORMWATER BIORETENTION BASIN - DETAIL PLAN SCALE 1:250 (A3)
SCALE 1:250 (A3)
0.35m 3.45m 3.95m 0.35m 0.3m
0.3m
LIP RL4.46
0.4m
LIP RL4.42
0.42m REFER TO KERB OPENING
DETAIL ON PLAN 1856-SW19
2.5% -3% 3% -3% 2.5% 1:-4
-2.5% 1:2 2
1:2
> 2 > <1:
<1: BIO BASIN RL4.24
BIO BASIN RL4.19
0.9m
0.9m
NEW WATERMAIN (OD180) NEW SEWER (DN150)
0.18m EXTENDED DETENTION
0.22m EXTENDED DETENTION
FILTER IL3.29 FILTER IL3.34
0.85m 0.85m
STORMWATER BIORETENTION BASIN - SECTION G
SCALE 1:100 (A3)
0.3m 0.8m
PROVIDE RAISED STONES
LIP RL4.77
FOR ENERGY DISSIPATION
150mm THICK CONCRETE SL62
REINFORCING, 50mm TOP COVER
2.5% -3%
BIO BASIN RL4.55
0.9m
NEW WATERMAIN (OD180) FILTER IL3.65
0.18m EXTENDED
0.505m
DETENTION
SECTION
STORMWATER BIORETENTION BASIN - SECTION G2
SCALE 1:100 (A3)
KERB OPENING DETAIL
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: 25 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
TREE PIT LAYOUT & DETAIL PLAN SW25 E
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 1 OF 2 'ROAD B'
DATE 13-09-19 Barlow Shelley Consulting Engineers
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