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1856-SW01_30_D Stormwater plans · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 21, section 1. The text section number identifies this passage in the reader.
FOR ROAD C BIORETENTION
BASIN AREA=10m2
DN100 SLOTTED PVC
SUBSOIL PIPE ROAD C
PROVIDE BARRIER KERB (B2
TYPE) WITH 400mm CUT OUT'S
TO CHANNEL ROAD C RUN-OFF 0.68m 1m 0.64m
BOUNDARY
INTO BIO-RETENTION BASIN ROAD C
150mm EXTENDED DETENTION
C ROAD C
SW21 EXTENDED DETENTION
10 WSL 7.56m (AHD)
5
C
IL6. SW21
FP RL7.75
00
LIP RL7.64
IL5. 5
8 2 1
37
IL5. N
75 D 15 NEW FOOTPATH
IL5. 1:2
85 >
NEW 3.5
9 DN3 <1:
7 5 RC BIO BASIN RL7.41
5 P SW
0
45
N
0.9m
D
2.22m
IL6.
00 1 FILTER IL6.51
15
100Ø SLOTTED PVC DRAINS CONNECT
INTO GRATED PIT. GRADE AT 0.5%
NEW SEWER
BIO-RETENTION BASIN 3 - SECTION C
SCALE 1:50 (A3)
BIO-RETENTION BASIN 3 - DETAIL PLAN
SCALE 1:250 (A3)
1.00m
600x900 RC PRECAST
0.15m STORMWATER INLET PIT
0.15m
EXTENDED WITH RAISED GRATE;
DETENTION REFER TO DETAIL
FILTER MEDIA SL7.41
DEPTH: 0.9m
0.6m DEEP FILTER MEDIA LAYER
0.1m DEEP TRANSITION LAYER PROVIDE LOCKING C.I. CAP TO EXTEND
0.2m DEEP DRAINAGE LAYER FUNCTION OR SECURE APPROX. 150mm ABOVE
CAP WITH SCREWS BASIN SURFACE
0.5% (MIN)
DRAINAGE PIPES BASE SLOPE
OUTLET PIPE DN375
(TYP)
IL6.00
SUBSOIL DRAIN CLEANOUT - PVC PIPE
BIO-RETENTION BASIN 3 - INLET (NON SLOTTED) AND CONNECTOR
TEMPORARY TURF
NOT TO SCALE CLEANOUTS AT HEAD OF SUBSOIL
BELOW.
DRAIN
50mm TOP SOIL
GOETEXTILE FABRIC
WRAPPED OVER COMPLETE
FILTER MEDIA
CLEANOUT POINT DETAILS
NOT TO SCALE BIORETENTION BASIN
UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR REFER TO TYPICAL
APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY CROSS SECTION.
PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
WATERTIGHT SEAL. TEMPORARY COVER DETAIL
NOT TO SCALE
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: 21 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
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
BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SW21 D
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 3 OF 6 'ROAD C'
DATE 13-09-19 Barlow Shelley Consulting Engineers
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