Council archive · source document
1856-SW01_30_D Stormwater plans · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 5, section 1. The text section number identifies this passage in the reader.
JOINS PLAN 1856-SW06 5
5
37
5
5
37
DN
LEGEND - NEW WORKS EXTENT DN E
600 DRIV
N
DN525 HOFMANNN525
5
1
D
37
D
8
DN
6 8
D
PROPOSED AC SEAL
LOT 15
D
7
N
1
N
5
37
5
37
4172m²
5
5
5
9
PROPOSED CONCRETE DRIVEWAY 2
TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES 3
8
1 RO 1
FOR HOFMANN DR TREE AD
FUTURE CONCRETE DRIVEWAY (TO BE CONSTRUCTED
FOR STORMWATER PIPE SIZES
11 4
LATER) TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES PIT DETAIL PLAN REFER A
DN375
TO PLAN 1856-SW25 REFER TO 'STORMWATER 1
LONGITUDINAL SECTIONS
PROPOSED AC DRIVEWAY
FOR TYPICAL LOT BIORETENTION 2 DN
FOR ROAD B TREE PIT DETAIL 375
BASIN REFER TO PLAN 1856-SW24
PLAN REFER TO PLAN 1856-SW25 11
PROPOSED CONCRETE FOOTPATH LOT 16 3
LOT 14 1
3 4443m² 11
4005m² 4
2 5
PROPOSED CONCRETE ISLAND 37
DN
2m
D FOR ROAD A BIORETENTION
6m
PROPOSED TURFING N DN
2 52 BASIN REFER TO PLAN 1856-SW19
WI
5 45
DE
0
2 7 LOT 10
E
MT
0
60 0 2
5.5
PROPOSED VEGETATION AREA 45 6 4733m²
DN DN
6m
B
DN525 ROAD 2
PROPOSED BIO-RETENTION BASIN 4
DN
m
BASIN 2 5
5.55
4 50
2
5.56m
B1 KERB 1
FOR STRUCTURE 1/2 OUTLET
PROPOSED TREE PIT
DETAIL REFER TO PLAN 1856-SW27 1 FOR STORMWATER PIPE SIZES 3
LOT 13
SM4 KERB
2 REFER TO 'STORMWATER
PROPOSED BARRIER KERB (B1 TYPE) 4117m² LONGITUDINAL SECTIONS
450mm CHANNEL [ROAD EDGE]
LOT 11
PROPOSED SEMI MOUNTABLE KERB
TYPE (SM4) 160mm FACE [TRAFFIC ISLAND] FOR TYPICAL LOT BIORETENTION 4999m²
BASIN REFER TO PLAN 1856-SW24 LOT 12
PROPOSED EARTHWORKING 7972m²
SLOPE
FOR NEW EARTHWORKS OVER
PROPOSED SWALE DRAIN LOTS 10 TO 16 REFER TO
PLANS 1856-EW01 TO EW10
PROPOSED STORMWATER
DRAINAGE
JOINS PLAN 1856-SW06
LOT 5
FOR TYPICAL LOT BIORETENTION
ATTENTION: STORMWATER PIPES SP222982 BASIN REFER TO PLAN 1856-SW24
ALL STORMWATER PIPES ARE TO BE FOR BUSHFIRE ACCESS DRIVEWAY
REINFORCED CONCRETE PIPES (RCP) PROVIDE DN525 RCP SW PIPE AS
WITH RRJ JOINTS UP TO DN750 THERE IPWEAQ RS-056
AFTER TO BE FLUSH JOINT (FJ)
IVE
ATTENTION:
DR
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY
HAY
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE
R
LTE
WA
CAUTION:
EXISTING SERVICES THE CONTRACTOR IS
TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY
OF THE PROPOSED WORKS PRIOR TO THE
START OF ANY CONSTRUCTION. THE COST
BUSHFIRE ACCESS DRIVEWAY TO BE
OF ANY RECTIFICATION WORKS DUE TO
GENERAL IN ACCORDANCE WITH
DAMAGE TO EXISTING SERVICES SHALL BE
IPWEAQ STANDARD DRAWING RS-056
BORNE BY THE CONTRACTOR.
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: 5 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
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 1 OF 8 SW05 D
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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