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SUPERSEDED Compiled Plans OPW20/0145.02
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Log in to see the plans as drawn NOOSA COUNCIL
ROAD C APPROVED PLAN
ROAD C
ROAD C 0.2m 0.3m 0.95m 0.5m OPW20/0145.02 18 MAR 2021
21
.6
L7
R
PROVIDE BARRIER KERB (B1
FP
TYPE) WITH CUT-OUT AS SHOWN
W
NEW
E
DN3 ON PLAN 1856-SW19
N
150mm EXTENDED DETENTION
IL5.8 75 R
5 CP
SW
FOR ROAD C BIORETENTION
EXTENDED DETENTION
IL6.0 BASIN AREA=10m2
0 WSL 7.37m (AHD)
SAG CH34.59 (KERB SAG) IL7.430
LIP RL7.47
B
SW20 1
DN100 SLOTTED PVC NEW FOOTPATH
15
SUBSOIL PIPE 1:2
> :2
NEW <1
DN1 B BIO BASIN RL7.22 NEW OD180 PE100 WM
50 u SW20
PVC IL6.96
SN8
0.9m
8
FILTER IL6.32
.7
L7
R
FP
W
E
100Ø SLOTTED PVC DRAINS CONNECT 1.6m
N
INTO GRATED PIT. GRADE AT 0.5%
BIO-RETENTION BASIN 2 - DETAIL PLAN BIO-RETENTION BASIN 2 - SECTION B
SCALE 1:250 (A3) SCALE 1:50 (A3)
PLACED LAYER/ROW OF 150MINUS ROCK ON
600x900 RC PRECAST BIDUM A14 GEOFABRIC AT BASE OF CHUTE.
0.150m STORMWATER INLET PIT 150mm THICK GROUTED WRAP GEOFAB UNDER CONCRETE SPILLWAY.
0.15m
EXTENDED WITH RAISED GRATE; PLACED LAYER/ROW OF 150MINUS ROCK ON STONE PITCHING PLACED ROCK TO SIT ABOVE SPILLWAY FSL
DETENTION REFER TO DETAIL BIDUM A14 GEOFABRIC AT BASE OF CHUTE.
WRAP GEOFAB UNDER CONCRETE SPILLWAY.
FILTER MEDIA SL7.22 PLACED ROCK TO SIT ABOVE SPILLWAY FSL
DEPTH: 0.9m
0.6m DEEP FILTER MEDIA LAYER PROVIDE RAISED STONES BIORETENTION BASIN
FOR ENERGY DISSIPATION
0.1m DEEP TRANSITION LAYER
0.2m DEEP DRAINAGE LAYER 150mm THICK CONCRETE SL62
100Ø SLOTTED REINFORCING, 50mm TOP COVER
0.5% (MIN) 1.0m CLEAR
DRAINAGE PIPES BASE SLOPE
OUTLET PIPE DN375 PROVIDE LOCKING C.I. CAP TO EXTEND
(TYP) FUNCTION OR SECURE APPROX. 150mm ABOVE
IL6.00
CAP WITH SCREWS BASIN SURFACE
R0.3 FLARE
BIO-RETENTION BASIN 2 - INLET
NOT TO SCALE 1:2
> :2
SUBSOIL DRAIN CLEANOUT - PVC PIPE <1
TEMPORARY TURF (NON SLOTTED) AND CONNECTOR
135° BEND, REFER NOTE BACK KERB
CLEANOUTS AT HEAD OF SUBSOIL
BELOW.
DRAIN
150mm THICK CONCRETE SL62
50mm TOP SOIL
REINFORCING, 50mm TOP COVER
GOETEXTILE FABRIC INVERT B1 BARRIER KERB & CHANNEL
WRAPPED OVER COMPLETE
FILTER MEDIA
BIDUM A14
CLEANOUT POINT DETAILS 1.0m
BIORETENTION BASIN NOT TO SCALE
REFER TO TYPICAL UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR
KERB LIP
CROSS SECTION. APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
100-150Ø U.N.O. SECTION PLAN
PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
KERB OPENING DETAIL KERB OPENING DETAIL
SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
TEMPORARY COVER DETAIL WATERTIGHT SEAL. NTS NTS
NOT TO SCALE
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: 20 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
BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SW20 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 2 OF 6 'ROAD C'
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