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SUPERSEDED Compiled Plans OPW20/0145.02
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NEW TREE PIT 10m2 10
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) 5
N
D
WITH CUT-OUT AS SHOWN ON PLAN 5
5
EW
.5
1856-SW19 NE
W
L4
N
DN
SW
R
600
NEW HOFMANN DR
FP
RC
G 25 PS
CP
W LOT 16 W
SW
E
5R
N
4430m² NEW DN
525 RC
37
FOR ROAD B BIORETENTION P SW
6
DN
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
PROVIDE SCOUR PROTECTION
SW2
PROVIDE SCOUR PROTECTION TO KERB BREAK OUTS & AS PER
7
.8
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
3 37
5 OFMA
W
NN DR
7
DN
PROVIDE BARRIER KERB (B2 TYPE) WITH
E
.5
2
N
L4
PROVIDE BARRIER KERB (B1 TYPE) WITH W 400mm CUT OUT'S TO CHANNEL ROAD B
NE FOR ROAD B BIORETENTION
R
RUN-OFF INTO BIO-RETENTION BASIN
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
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
NOOSA COUNCIL
7
.5
L4
NEW ROAD B
APPROVED PLAN
R
LOT
PROVIDE 13KERB (B2 TYPE) WITH
BARRIER
FP
400mm CUT OUT'S TO CHANNEL ROAD B
4117m²
OPW20/0145.02 18 MAR 2021
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
-2.5% 1:2
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) PLACED ROCK TO SIT ABOVE SPILLWAY FSL
1.0m
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 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 p 07 5443 8285
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK
SCALE 1:250 A3
(RPEQ 19358)
ABN 89 215 591 077
e [email protected] w www.barlowshelley.com.au
TREE PIT LAYOUT & DETAIL PLAN SW25 F
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 2 'ROAD B'
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