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Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Original PDF page 19, section 1. The text section number identifies this passage in the reader.
NEW TREE PIT 10m2
NE
FOR ROAD B BIORETENTION BASIN AREA=10m2 W
DN
60
PROVIDE SCOUR PROTECTION
SW
0
RC
TO KERB BREAK OUTS & AS PER P
P
SW
NEW ROAD B
RC
DETAIL ON PLAN 1856-SW19
5
37
PROVIDE BARRIER KERB (B1 TYPE)
N
D
WITH CUT-OUT AS SHOWN ON PLAN
5
EW
.5
1856-SW19 NE
W
L4
N
DN
SW
R
600
RC NEW HOFMANN DR
FP
G 25 PS
CP
LOT 16 W
W
SW
E
5R
N
NEW DN
525 RC
37
FOR ROAD B BIORETENTION P SW
DN
BASIN AREA=7.4m2
W
FOR BIO BASIN SECTIONS
NE
REFER TO PLAN 1856-SW19
G2
PROVIDE SCOUR PROTECTION
5
PROVIDE SCOUR PROTECTION
SW2
PROVIDE SCOUR PROTECTION
87
TO KERB BREAK OUTS & AS PER
TO KERB BREAK OUTS & AS PER
.
TO KERB BREAK OUTS & AS PER
L4
DETAIL ON PLAN 1856-SW19
DETAIL ON PLAN 1856-SW19 SW
R
P DETAIL ON PLAN 1856-SW19
RC NEW H
FP
37
5 OFMA
EW
NN
57
DN
PROVIDE BARRIER KERB (B2 TYPE) WITH
DR
N
.
L4
PROVIDE BARRIER KERB (B1 TYPE) WITH W 400mm CUT OUT'S TO CHANNEL ROAD B
R NE RUN-OFF INTO BIO-RETENTION BASIN FOR ROAD B BIORETENTION
4
CUT-OUT AS SHOWN ON PLAN
FP
.3
N BASIN AREA=5.0m2
L5
1856-SW19 EW
W
R
E
D
N
FP
N
52
W
G 25 5
E
RC
G2
N
LOT 14 SW
5
0 P
SW2
60 SW
DN
PROVIDE SCOUR PROTECTION PROVIDE BARRIER KERB (B1 TYPE) WITH
- CUT-OUT AS SHOWN ON PLAN 1856-SW19
TO KERB BREAK OUTS & AS PER
FOR ROAD B BIORETENTION
BASIN AREA=7.6m2
DETAIL ON PLAN 1856-SW19
NOOSA COUNCIL
APPROVED PLAN
57
.
L4 NEW ROAD B
R
LOT
PROVIDE 13KERB (B2 TYPE) WITH
BARRIER
OPW20/0145 17 DEC 2020
FP
400mm CUT OUT'S TO CHANNEL ROAD B
W
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
0.4m
LIP RL4.46
LIP RL4.42
0.42m REFER TO KERB OPENING
DETAIL ON PLAN 1856-SW19
2.5% -3% 3% -3% 2.5% 1:-4 PLACED LAYER/ROW OF 150MINUS ROCK ON
1:2 -2.5% 1:2
> > <1:2 BIDUM A14 GEOFABRIC AT BASE OF CHUTE.
<1:2 BIO BASIN RL4.24
BIO BASIN RL4.19 WRAP GEOFAB UNDER CONCRETE SPILLWAY.
1.0m
NEW WATERMAIN (OD180) NEW SEWER (DN150)
1.0m
PLACED ROCK TO SIT ABOVE SPILLWAY FSL
0.18m EXTENDED DETENTION
0.22m EXTENDED DETENTION
IL3.19 IL3.24
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%
BIDUM A14
BIO BASIN RL4.55
1.0m
NEW WATERMAIN (OD180) FILTER IL3.55
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 SCALE APPROVED 1856
A 13-09-19 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 25 OF 30
0 2.5 5 7.5 10 12.5m
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
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW25 F
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
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