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Attachment 2 - 1856-Stormwater Rev. F
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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
PROVIDE DN450 RCP DN600
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
IST
ING
R
OA
D
PROVIDE ROCK TO INLET
STRUCTURE 1/21 FOR
1 SCOUR PROTECTION
2
22 21
2A
DN375
3 22 3
DN375
PROVIDE CHILD PROOF SAFTEY 19 22 D
OA
GRILL WITH HORIZONTAL SPACING
IN GR
375
NOT EXCEEDING 150mm
DN 900 4 EX IST
EXISTING
DN
DN 19
NOOSA CIVIC
DN750
45
0
FOR STRUCTURE 1/19 OUTLET
DETAIL REFER TO PLAN 1856-SW30
1 4
19 1 22
20
D
N
75
FOR ROAD C BIORETENTION BASIN
0
REFER TO PLAN 1856-SW23
2
20
DN
E
5
HAY DRIV
75
20
0
750 CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
DN
3 GRADE INLET OF STORMWATER STRUCTURE
DN750 5/20 (REFER TO LONGITUDINAL SECTION FOR
LOT 3 20 4
WALTER
INLET INVERT LEVEL
20
4.004 Ha
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
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
F 10-12-2020 REVISED AS PER COUNCIL RFI [29/09/20] DTB DTB DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 6 OF 8 SW10 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
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