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SUPERSEDED Compiled Plans OPW20/0145.02
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Log in to see the plans as drawn FIELD INLET PIT
900x900
GRATED LID
SL6.71
IL5.31
DEPTH 1.40
DN375 (1) x 15° BEND
FH
DN375 HEADWALL DN375 (1) x 15° BEND
WITH D50=200mm
AREA=7.5m2
DN375 DN375 (1) x 30° BEND
D
N
37
DN375 DN3
5
GROUT EXISTING PIPE 75
PENETRATION & PROVIDE NEW PIPE
PENETRATION TO SUIT 1.1% GRADE D
N
37 EXISTING NOOSA CIVIC
5 DN375 (1) x 22.5° BEND
DN375 STORMPRO PIPE DN375 (1) x 15° BEND
GRADE 1.1% DN375 STORMPRO PIPE
GRADE 0.95%
DN375 (2) x 45° BEND
Crossovers to lots 17,18, 19 and
CONSTRUCT NEW 900x900
(INTERNAL) CAST IN-SITUFH
FIELD INLET PIT
21 do not form part of this
CONCRETE FIELD INLET WITH 150mm 900x900
WALL. FLUSH GRATE CLASS D GRATED LID
LOT 21
approval
SL6.80
IL5.45 3825m² EX FIELD INLET PIT
DEPTH 1.35 600x600
GRATED LID
FH
SL6.96
IL6.09
DEPTH 0.87
CORE DRILL INTO EXISTING FIELD INLET PIT
STORMWATER PIT & PROVIDE NEW 600x600
HO
INLET. CONTRACTOR TO CONFIRM GRATED LID
LEVEL PRIOR TO WORKS COMMENCING SL5.20
FM
FH
BREAK UP & REMOVE EXISTING DN375
IL4.60 STORMWATER PIPE & HEADWALL TO TIP
AN
DEPTH 0.60
N
NOOSA COUNCIL
DR
IVE
APPROVED PLAN LOT 19
OPW20/0145.02 18 MAR 2021 3150m²
As annotated by Council
PROVIDE 375Ø STUB CONNECTION
1 TO EACH LOT (TYP)
ATTENTION: STORMWATER PIPES
ALL STORMWATER PIPES ARE TO BE
25
REINFORCED CONCRETE PIPES (RCP) LOT 18
WITH RRJ JOINTS UP TO DN750 THERE
AFTER TO BE FLUSH JOINT (FJ) 3243m²
ATTENTION:
JOINS PLAN 1856-SW07
IT IS THE CONTRACTORS RESPONSIBILITY FH
TO NOTIFY THE ADJACENT PROPERTY
2 LOT 17
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE 25 3719m²
CAUTION: R
EA
EXISTING SERVICES THE CONTRACTOR IS HO CL
TO DETERMINE THE EXACT LOCATION OF FM m m
AN 650
ALL EXISTING SERVICES IN THE VICINITY
OF THE PROPOSED WORKS PRIOR TO THE N LOT 3
D
START OF ANY CONSTRUCTION. THE COST RI 4.004 Ha
VE 3
OF ANY RECTIFICATION WORKS DUE TO
DAMAGE TO EXISTING SERVICES SHALL BE 25 FOR STRUCTURE OUTLET DETAIL
BORNE BY THE CONTRACTOR. REFER TO PLAN 1856-SW29
UNIT OUT
COMPLEX 25
FH
DN
60
0
JOINS PLAN 1856-SW06
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD 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: 8 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 p 07 5443 8285
DESIGN CHECK
SCALE 1:1000 A3
(RPEQ 19358)
ABN 89 215 591 077
e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 4 OF 8 SW08 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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