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Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145
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NE W
CP 5
0R
DN
N
N7
5 20
E
3
W
75
D
N
W
FP
0R
NE
E
20
W
R
L7
CP
FP
.9
4
R
PROVIDE LOCKING C.I. CAP TO EXTEND
5
SW
L7
FUNCTION OR SECURE APPROX. 150mm ABOVE 20
.9
5
P SW
CAP WITH SCREWS BASIN SURFACE NEW DN750 RC
FOR ROAD C BIORETENTION
BASIN AREA=9.0m2
SUBSOIL DRAIN CLEANOUT - PVC PIPE FOR ROAD C BIORETENTION
(NON SLOTTED) AND CONNECTOR BASIN AREA=9.0m2 NEW ROAD C
CLEANOUTS AT HEAD OF SUBSOIL PROVIDE SCOUR PROTECTION TO KERB BREAK
BELOW. OUTS & AS PER DETAIL ON PLAN 1856-SW19
DRAIN
PROVIDE SCOUR PROTECTION TO KERB BREAK PROVIDE BARRIER KERB (B1 TYPE) WITH
OUTS & AS PER DETAIL ON PLAN 1856-SW19 CUT-OUT AS SHOWN ON PLAN
1856-SW19
H
SW26
CLEANOUT POINT DETAILS H
NOT TO SCALE SW26
UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR
5
.0
APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
L8
5
.0
R
L8
FP
PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT. R
W
FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES FP
E
N
SHALL BE SEALED INTO PITS USING GROUT OR APPROVED W
E
WATERTIGHT SEAL. N
TEMPORARY TURF
50mm TOP SOIL
GOETEXTILE FABRIC
WRAPPED OVER COMPLETE STORMWATER BIORETENTION BASIN - DETAIL PLAN
FILTER MEDIA
SCALE 1:250 (A3)
BIORETENTION BASIN
REFER TO TYPICAL
CROSS SECTION.
TEMPORARY COVER DETAIL
NOT TO SCALE
0.35m 7.5m 7.5m 0.35m
0.3m REFER TO KERB OPENING
0.3m DETAIL ON PLAN 1856-SW19
REFER TO KERB OPENING
DETAIL ON PLAN 1856-SW19
2.5% -3% -3% 2.5% 1:-4
1:-4 BIO BASIN RL7.59
NEW ELECTRICAL BIO BASIN RL7.59 NEW WATERMAIN (OD180)
0.9m
0.9m
0.18m EXTENDED DETENTION
0.18m EXTENDED DETENTION
FILTER IL6.69 FILTER IL6.69
SW
SW
SW
SW
1m
1m
Datum 4
Centreline R.L.8.406
STORMWATER BIORETENTION BASIN - SECTION H
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: 26 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
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
TREE PIT LAYOUT & DETAIL PLAN SW26 E
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 2 OF 2 'ROAD C'
DATE 13-09-19 Barlow Shelley Consulting Engineers
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