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Attachment 2 - 1856-Stormwater Rev. F
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Original PDF page 23, section 1. The text section number identifies this passage in the reader.
PROVIDE LOCKING C.I. CAP TO EXTEND
900x900 RC PRECAST FUNCTION OR SECURE APPROX. 150mm ABOVE
USE SLOTTED COLLECTOR CAP WITH SCREWS BASIN SURFACE
0.3m STORMWATER INLET PIT
PIPE DUE TO BASIN SHAPE
0.3m
EXTENDED WITH RAISED GRATE;
DETENTION REFER TO DETAIL
NE FILTER MEDIA SL7.65
W SUBSOIL DRAIN CLEANOUT - PVC PIPE
DN (NON SLOTTED) AND CONNECTOR
45
0R CLEANOUTS AT HEAD OF SUBSOIL
DEPTH: 0.9m
CP 0.6m DEEP FILTER MEDIA LAYER BELOW.
SW DRAIN
0.1m DEEP TRANSITION LAYER
FOR EXISTING ROAD 0.2m DEEP DRAINAGE LAYER
IL6 BIORETENTION BASIN AREA=40m2
.15
0.5% (MIN)
DRAINAGE PIPES BASE SLOPE
E E OUTLET PIPE DN450
(TYP)
SW23 4 SW23 IL6.15
CLEANOUT POINT DETAILS
19 NOT TO SCALE
BIO-RETENTION BASIN 5 - INLET UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR
NOT TO SCALE APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
DN100 SLOTTED PVC FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
SUBSOIL PIPE SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
WATERTIGHT SEAL.
PROVIDE MOUNTABLE (SM4 TYPE) WITH
400mm CUT OUT'S TO CHANNEL ROAD C
RUN-OFF INTO BIO-RETENTION BASIN
PROVIDE 600mm WIDE 600mm
WIDE VEE DRAINS TEMPORARY TURF
BIO-RETENTION BASIN 5 - DETAIL PLAN
SCALE 1:250 (A3)
50mm TOP SOIL
GOETEXTILE FABRIC
WRAPPED OVER COMPLETE
FILTER MEDIA
BIORETENTION BASIN
7m 7.14m 8m REFER TO TYPICAL
CROSS SECTION.
EXTENDED DETENTION TEMPORARY COVER DETAIL
WSL 7.95m (AHD) NOT TO SCALE
LIP RL8.65
LIP RL8.65
1:14> <1:8
BIO BASIN RL7.65
0.9m
0.3m EXTENDED DETENTION
100Ø SLOTTED PVC DRAINS CONNECT PROVIDE 600mm WIDE VEE DRAIN
INTO GRATED PIT. GRADE AT 0.5% TO PERIMETER OF FILTER MEDIA
MIN 30mm DEEP.
BIO-RETENTION BASIN 5 - SECTION E
SCALE 1:10 (A3)
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: 23 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
BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SW23 F
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 5 OF 6 'ROAD C'
DATE 13-09-19 Barlow Shelley Consulting Engineers
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