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Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145
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JOINS PLAN 1856-SW09
2
5 75
DN3 FOR STORMWATER PIPE SIZES LOT 3
0 0
DN9 REFER TO 'STORMWATER
4.004 Ha
FH LONGITUDINAL SECTIONS
DN
1
75
0
5
1 LOT 4 LOT 7
FOR ROAD C BIORETENTION
DN3
75
6 2183m² BASIN REFER TO PLAN 1856-SW21 2.963 Ha
C
3 AD
5 RO
HO
D
N
FM
75
0
AN
N
1 LOT 5 10
DR
LOT 8
7 2307m² LOT 6 5
IV
9 3257m²
E
5
2473m² 37
N
5 D
FOR ROAD C BIORETENTION
75
DN3
75
3
DN BASIN REFER TO PLAN 1856-SW20
1
4 4
1 15
LOT 15 5 DN 0 FOR STORMWATER PIPE SIZES 12
67 5 10 45
4221m² 5 D
N LOT 9 REFER TO 'STORMWATER
2 5
LONGITUDINAL SECTIONS 67
5
5 3274m² DN
37
12
5
37
DN
DN
600
N
1 5 E
D
25
IV
DN9
37
DN525 DN5
DN525
8 DR
DN
6 8 Y
00
D
HA
D
7
N
1 5 25
DN5
N
2
37
5
37
11.74
4m 1 ER
5
5
5
9 1 T
4m SW
12 AL
12m
2
3 W
5
52
8
DN
1
EMT
1
JOINS PLAN 1856-SW07
FOR STRUCTURE 1/12 OUTLET
11 RO
FOR STORMWATER PIPE SIZES AD 4 DETAIL REFER TO PLAN 1856-SW27
DN375
REFER TO 'STORMWATER 1
A
LONGITUDINAL SECTIONS
FOR ROAD B TREE PIT DETAIL
LOT 16 2 DN
375 SAW CUT & BREAK UP EXISTING TRAFFIC
PLAN REFER TO PLAN 1856-SW25 4430m² 11 ISLAND AS REQUIRED TO CONSTRUCT
3 NEW BIORETENTION BASIN. REFER TO
1 STORMWATER DRAWINGS FOR DETAILS
11
B
3 4
LOT 14
AD
2 75
4005m² 3
RO
DN
2m
D FOR ROAD A BIORETENTION
6m
N DN
2 52 BASIN REFER TO PLAN 1856-SW19
WI
5 45
DE
0
2 7
EM
00 0 6 2 LOT 10
T
6 5
DN N4
D 2 4733m²
DN525
4 ATTENTION: STORMWATER PIPES
DN
FOR NEW EARTHWORKS OVER ALL STORMWATER PIPES ARE TO BE
3m
2 5
45
LOTS 10 TO 16 REFER TO
5.55
REINFORCED CONCRETE PIPES (RCP)
0
PLANS 1856-EW01 TO EW10 2 WITH RRJ JOINTS UP TO DN750 THERE
5.564m
1
AFTER TO BE FLUSH JOINT (FJ)
1 FOR STORMWATER PIPE SIZES 3
LOT 13
2 REFER TO 'STORMWATER
4117m² LONGITUDINAL SECTIONS ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY
LOT 11 OWNERS PRIOR TO ANY WORKS
4999m² COMMENCING ONSITE
LOT 12 CAUTION:
EXISTING SERVICES THE CONTRACTOR IS
7972m² TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY
IVE OF THE PROPOSED WORKS PRIOR TO THE
FOR TYPICAL LOT BIORETENTION DR START OF ANY CONSTRUCTION. THE COST
BASIN REFER TO PLAN 1856-SW24 Y OF ANY RECTIFICATION WORKS DUE TO
HA DAMAGE TO EXISTING SERVICES SHALL BE
R
TE BORNE BY THE CONTRACTOR.
AL
JOINS PLAN 1856-SW05 W
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: 6 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 2 OF 8 SW06 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
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