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Attachment 2 - 1856-Stormwater Rev. F
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JOINS PLAN 1856-SW09
2 1
5 75 24
DN3 FOR STORMWATER PIPE SIZES LOT 3
00
DN9 REFER TO 'STORMWATER
4.004 Ha
FH LONGITUDINAL SECTIONS
DN
1
7
50
5
1 LOT 4 LOT 7
FOR ROAD C BIORETENTION
DN3
7 5
6 2183m² BASIN REFER TO PLAN 1856-SW21 2.963 Ha
C
3 A D
5 RO
HO
D
N
F
75
M
0
AN
N
1 LOT 5 10
DR
LOT 8
7 2307m² LOT 6 5
IV
9 5 3257m²
E
2473m² 37
N
5 D
FOR ROAD C BIORETENTION
5
DN3
37
75 BASIN REFER TO PLAN 1856-SW20
DN
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
6 00
N
1 5 E
D
25
IV
DN9
37
DN525 DN5
DN525
8 DR
DN
6 8 Y
00
D
HA
D
7
N
5 25
1 DN5
N
2
37
5
37
.744m 1 R
5
5 11
TE
5
9 1
4m SW
12 AL
12m
2 3 W
25
8
5
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 37
5
4005m²
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
0 0 6 LOT 10
50 2
T
D N6 N4
D 2 4733m²
DN525
4 ATTENTION: STORMWATER PIPES
DN
FOR NEW EARTHWORKS OVER ALL STORMWATER PIPES ARE TO BE
m
2 5
45
3
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
E
IV 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
ER
LT
BORNE BY THE CONTRACTOR.
A
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
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 2 OF 8 SW06 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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