Original source · versioned page text
SUPERSEDED Compiled Plans OPW20/0145.02
The original of this document is very large (48.8 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 53, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn JOINS PLAN 1856-SW08
EXISTING NOOSA CIVIC
LOT 19
3150m²
PROVIDE 375Ø STUB CONNECTION
Crossovers to lots 17,18, TO EACH LOT (TYP)
19 and 21 do not form part LOT 18
1 3243m²
of this approval 25
PE
1.5
m
PI
OM
FR
m
1.5
ET
FS
LOT 17
OF
N
JOINS PLAN 1856-SW06
MI
3719m²
2m
2
FH
PROVIDE 375Ø STUB CONNECTION
25 TO EACH LOT (TYP)
1.5
m
HO PROVIDE 375Ø STUB CONNECTION
FM
N
MI
TO EACH LOT (TYP)
2m
AN
T
EM
N
SW
D FOR HOFMANN DRIVE BIORETENTION
RI
4m
VE BASIN REFER TO PLAN 1856-SW22
3
25 FOR STRUCTURE OUTLET DETAIL
REFER TO PLAN 1856-SW29
2m
UNIT
COMPLEX OUT
2m
25
FH
LOT 3
4.004 Ha
DN
60
0
1
2 24
EXISTING BOX 5 75
DN3
CULVERT & GULLY 1 900
DN
5
DN
FH
75
FOR STRUCTURE 1/5 OUTLET
0
DETAIL REFER TO PLAN 1856-SW28
1
75 LOT 4
FOR BIO BASIN DETAILS DN3 6
REFER TO PLAN 1856-SW22 2183m²
3
ATTENTION: STORMWATER PIPES 5
ALL STORMWATER PIPES ARE TO BE
REINFORCED CONCRETE PIPES (RCP)
D
WITH RRJ JOINTS UP TO DN750 THERE
N
75
AFTER TO BE FLUSH JOINT (FJ)
0
LOT 5
ATTENTION:
NOOSA COUNCIL 1 2307m²
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY
APPROVED PLAN 7
LOT 6
OWNERS PRIOR TO ANY WORKS
OPW20/0145.02 18 MAR 2021 2473m²
5
COMMENCING ONSITE
37
As annotated by Council
DN
4
CAUTION: DN 1
5 60
EXISTING SERVICES THE CONTRACTOR IS 0
5 10
TO DETERMINE THE EXACT LOCATION OF
5
5
ALL EXISTING SERVICES IN THE VICINITY LOT 15
37
5
OF THE PROPOSED WORKS PRIOR TO THE DN
37
DN
4221m² 600
N
START OF ANY CONSTRUCTION. THE COST 1
5
D
DN525
DN525
37
OF ANY RECTIFICATION WORKS DUE TO
8 6
DN
DAMAGE TO EXISTING SERVICES SHALL BE 8
D
5 7
N
BORNE BY THE CONTRACTOR. 1 5
37
5
5
9
JOINS PLAN 1856-SW06
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 7 OF 30
0 10 20 30 40 50m 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 1:1000 A3
(RPEQ 19358)
ABN 89 215 591 077
e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 3 OF 8 SW07 F
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.