Council archive · source document
Amended Compiled Approved Plans for OPW20-0145 04 · OPW20/0145.04
Plans and drawings: the text below has words only, no drawings.
Very large file (73.1 MB): may take a few minutes to open.
Original PDF page 69, section 1. The text section number identifies this passage in the reader.
NEW
P 5
RC
DN
0
20
N
75
E
3 DN
W
750
N
W
FP
20 NE
E
W
RCP
R
L7
FP
4
.9
C.I. CAP TO EXTEND
R
PROVIDE LOCKING
5
SW
L7
FUNCTION OR SECURE APPROX. 150mm ABOVE 20
.9
SW
NEW DN750 RCP
5
CAP WITH SCREWS BASIN SURFACE
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
135° BEND, REFER NOTE PROVIDE SCOUR PROTECTION TO KERB BREAK
CLEANOUTS AT HEAD OF SUBSOIL
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
R
100-150Ø U.N.O.
.0
FP
L8
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.
NOOSA COUNCIL
TEMPORARY COVER DETAIL
NOT TO SCALE APPROVED PLAN
OPW20/0145.02 18 MAR 2021
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)
1.0m
1.0m
0.18m EXTENDED DETENTION
0.18m EXTENDED DETENTION
IL6.59 IL6.59
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 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 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
TREE PIT LAYOUT & DETAIL PLAN SW26 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 2 'ROAD C'
Document Set ID: 21426255
Version: 1, Version Date: 24/03/2021
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Amended Compiled Approved Plans for OPW20-0145 04.pdfRelated documentApplication case desk ↗
About this file
- File size
- 73.1 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.