Council archive · source document
Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145
Very large file (12.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
JOINS PLAN 1856-SW11
FH
ATTENTION: STORMWATER PIPES
ALL STORMWATER PIPES ARE TO BE
REINFORCED CONCRETE PIPES (RCP)
WITH RRJ JOINTS UP TO DN750 THERE
AFTER TO BE FLUSH JOINT (FJ)
EXISTING
ATTENTION: NOOSA CIVIC LOT 25
IT IS THE CONTRACTORS RESPONSIBILITY 1.497 Ha
TO NOTIFY THE ADJACENT PROPERTY
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE FH
WA
FH
LTE
CAUTION:
RH
EXISTING SERVICES THE CONTRACTOR IS
TO DETERMINE THE EXACT LOCATION OF
AY
ALL EXISTING SERVICES IN THE VICINITY
DR
OF THE PROPOSED WORKS PRIOR TO THE
IVE
START OF ANY CONSTRUCTION. THE COST 0
PROVIDE DN450 RCP DN6SW0
OF ANY RECTIFICATION WORKS DUE TO
DAMAGE TO EXISTING SERVICES SHALL BE PIPE WITH DN600x900
BORNE BY THE CONTRACTOR. FIELD INLET PIT
FH
SL7.90 CORE DRILL INTO EXISTING STORMWATER
IL7.10 GULLY PIT & PROVIDE PIPE PENERTATION FOR
DN600 RCP RRJ SW PIPE. GROUT PENERTATION
& MAKE GOOD. GRADE AT 0.5%. CONTRACT TO
FH
CONFIRM EXISTING PIT LEVEL PRIOR TO WORKS
COMMENCING & CONFIRM UPSTREAM IL
EXISTING LOT 2
NOOSA CIVIC 9422m²
EX
IS TIN
GR
OA
D
PROVIDE ROCK TO INLET
STRUCTURE 1/21 FOR
1 SCOUR PROTECTION
2
EC
22 21
2A
DSWN375
3 22 3
EC
DN375
PROVIDE CHILD PROOF SAFTEY 19 22 D
OA
GRILL WITH HORIZONTAL SPACING GR
375SW
IN
NOT EXCEEDING 150mm 00
DN9 SW
SW
4 EX IST
EXISTING SW
DN
SW
19
SW
DN
SW
NOOSA CIVIC
DN750
SW SW
45
SW
0
FOR STRUCTURE 1/19 OUTLET
DETAIL REFER TO PLAN 1856-SW30
SW
1 4
19 1 22
20
EC
SW
D
N
75
FOR ROAD C BIORETENTION BASIN
0
SW
REFER TO PLAN 1856-SW23
2
20
SW
DN
E
5
HAY DRIV
750
0
20
75
SW
EC
CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
DN
3 GRADE INLET OF STORMWATER STRUCTURE
SW
DN750 5/20 (REFER TO LONGITUDINAL SECTION FOR
LOT 3 20 4
WALTER
INLET INVERT LEVEL
20
4.004 Ha
EC
PROVIDE CHILD PROOF SAFTEY
FOR ROAD B TREE PIT DETAIL
GRILL WITH HORIZONTAL SPACING
LOT 7
PLAN REFER TO PLAN 1856-SW26
NOT EXCEEDING 150mm 2.963 Ha
EC
JOINS PLAN 1856-SW09
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 10 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 SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 6 OF 8 SW10 E
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 originalUsed in these records
Stormwater Design Attachment 2 - 1856-SW01_SW30_E.pdfRelated documentApplication case desk ↗
About this file
- File size
- 12.1 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.