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Attachment 2 - 1856-Stormwater Rev. F
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Original PDF page 7, section 1. The text section number identifies this passage in the reader.
JOINS PLAN 1856-SW08
EXISTING NOOSA CIVIC
LOT 19
3150m²
PROVIDE 375Ø STUB CONNECTION
TO EACH LOT (TYP)
LOT 18
1 3243m²
25
PE
1.5
PI
m
M
RO
.5m
F
ET
1
FS
OF
LOT 17
N
JOINS PLAN 1856-SW06
MI
3719m²
2m
FH
2 PROVIDE 375Ø STUB CONNECTION
25 TO EACH LOT (TYP)
1.5
m
HO PROVIDE 375Ø STUB CONNECTION
N
FM
MI
TO EACH LOT (TYP)
2m
T
AN
EM
N
SW
D FOR HOFMANN DRIVE BIORETENTION
4m
RI
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 9 00
DN
5
DN
FH
75
0
FOR STRUCTURE 1/5 OUTLET
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
N
WITH RRJ JOINTS UP TO DN750 THERE
75
AFTER TO BE FLUSH JOINT (FJ)
0
LOT 5
1 2307m²
ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY 7
TO NOTIFY THE ADJACENT PROPERTY LOT 6
OWNERS PRIOR TO ANY WORKS 2473m²
5
37
COMMENCING ONSITE
DN
4
CAUTION: DN 1
5 60
EXISTING SERVICES THE CONTRACTOR IS 0
5 10
TO DETERMINE THE EXACT LOCATION OF
5
5
37
ALL EXISTING SERVICES IN THE VICINITY LOT 15
5
37
DN
OF THE PROPOSED WORKS PRIOR TO THE DN
600
4221m²
N
START OF ANY CONSTRUCTION. THE COST
75
1
D
DN525
DN525
3
OF ANY RECTIFICATION WORKS DUE TO
8
DN
DAMAGE TO EXISTING SERVICES SHALL BE 6 8
D
7
N
BORNE BY THE CONTRACTOR. 1 5
37
5
5
9 5
JOINS PLAN 1856-SW06
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: 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 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 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
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