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Attachment 2 - 1856-Stormwater Rev. F
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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
S
FP
RC
G 25 PS
CP
LOT 16
W
W
E
5R
SW
N
4430m² NEW D
N525 R
37
CP SW
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 75 OFMA
W
3
57
NN DR
E
DN
PROVIDE BARRIER KERB (B2 TYPE) WITH
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 PLACED LAYER/ROW OF 150MINUS ROCK ON
-2.5% 1:2 2
1:2 2 > <1: BIDUM A14 GEOFABRIC AT BASE OF CHUTE.
> <1: BIO BASIN RL4.24
BIO BASIN RL4.19 WRAP GEOFAB UNDER CONCRETE SPILLWAY.
1.0m
NEW WATERMAIN (OD180)
1.0m
NEW SEWER (DN150) 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
LIP RL4.77
PROVIDE RAISED STONES
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 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
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
TREE PIT LAYOUT & DETAIL PLAN SW25 F
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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