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Appendix H Traffic Impact Assessment · RAL25/0004
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Original PDF page 47, section 1. The text section number identifies this passage in the reader.
103 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
DIANELLA CT ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
103
CAPPED CLEAN OUT AT HEAD
OF ALL SUBSOIL DRAINS.
SAG 7.02
PROVIDE LOCKING FUNCTION SACRIFICIAL TURF LAYER INCLUDING
4 6
X2 OR SECURE CAP WITH SCREWS A14 BIDIM TO BASE FOR EASE OF
REMOVAL OF TURF AT "OFF
MAINTENANCE"
103
EXTEND 150mm ABOVE
BIORETENTION FILTER DENSELY PLANTED VEGETATION
SURFACE (AT COMPLETION OF MAINTENANCE PERIOD)
B
361 REFER LANDSCAPE ARCHITECTS
AX
2M
03 1 IN
1 3
ROAD 1
X2 EXISTING PIPE TC 12.6
TO BE REMOVED 19
GROUTED ROCK PITCHED
SCOUR PROTECTION TO FILTER MEDIA
WEIR OUTLET. REFER 103 (PARTICLE SIZE 0.7mm) GEOTEXTILE TO EXTEND 500
C361 FOR DETAILS Ø100 PVC PIPE UP BATTER UNDER TOPSOIL
CONNECT TO EXISTING
700
AND PINNED TO BATTER
STORMWATER PIT
C RL103.58
3m WIDE CONCRETE
361 RL103.62 CH Ø100 PVC SLOTTED PIPE
900x900 FIELD INLET WITH MAINTENANCE ACCESS 20 GEOTEXTILE
TYPE 1 GRATED INLET RL103.58 45° BEND (A24 BIDIM)
RP BDY
100
SL103.20 TRANSITION LAYER
PROPOSED 6m WIDE IL101.61 DRIVEWAY CROSSING AS PER
NOM.
CONCRETE WEIR RL103.40 IPWEA STD DRG RS-049 & RS-050
200
DRAINAGE LAYER
REFER C361 FOR DETAILS 6m RL102.95
4
10
45° BEND
2.5%
3m
5.0% SUBSOIL CLEANOUT DETAIL (IO) BIORETENTION FILTER MEDIA DETAIL
2 1 1:20 A3 NTS
L RL103.70
103L %
103
23.0 RL103.74
2m
IO RL103.70
%
900x900 FIELD INLET WITH RL102.95
0.5
IO
TYPE 1 GRATED INLET
SL103.20
IO A 4
IL101.55 A
361
IO
Ø1
5
IO
50
A
UN
IO
SLO
RP B
BIORETENTION BASIN
RP
TTE
TYPE 3 CONVENTIONAL
BD
DY
IO
Y
FILTER SURFACE AREA: 180m²
DC
1
FILTER SURFACE LEVEL: RL102.90 SEDIMENT FOREBAY 2m
OL
F
IO WID
LEC
GENERALLY IN ACCORDANCE EF
OO
WITH IPWEA STD DRG DSD-506 TPA LEGEND
TO
IO TH
RD
150 MIN THICK REINFORCED
RA
CONCRETE BASE AND EDGE
IN
PROPOSED ASPHALT ROAD
IO WITH 100 WIDE SLOTS AT 2m CTS
2m
PROPOSED CONCRETE FOOTPATH 125mm THICK
CT
TY
SL72 MESH 32MPa REFER C260 FOR DETAILS
S.
P.
TOP O
IO ROCK APRON ALONG EDGE OF 1
2 103 FOREBAY (100-150 NOM DIA) B
PROPOSED CONCRETE DRIVEWAY 150mm THICK
X6 SL82 MESH 32MPa REFER C260 FOR DETAILS
F BAN
2m WID
LAKE
IO
IN
IO RA BIORETENTION BASIN FILTER SURFACE
K RL1
DD
E FOO
TTE DY
SLO PB
MACD
03.55
00 R PROPOSED STORMWATER DRAINAGE
Ø1
TPATH
IO PROPOSED SEWER MAIN
ONAL
SUBSOIL DRAINS TO HAVE PROPOSED WATER MAIN
3.55 A MINIMUM 0.5% GRADE
L10 EXISTING UNDERGROUND STORMWATER DRAINAGE
KR 104
D DR
N
BA EXISTING WATER MAIN
OF
5
10
P
TO EXISTING COMMUNICATIONS CABLES
EXISTING OVERHEAD ELECTRICAL
EXISTING SURFACE CHANGE OF GRADE
EXISTING SITE BOUNDARY
EXISTING TREES
10 DESIGN SURFACE CONTOURS (250mm INTERVALS)
10 EXISTING SURFACE CONTOURS (250mm INTERVALS)
BIORETENTION BASIN DETAIL
Check all dimensions before commencement of work.
SCALE 1:100 (A1) - 1:200 (A3) Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C360
Design - SK Drawn - SK Structural Engineers BIORETENTION BASIN DETAILS HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C360 BIORETENTION BASIN
DETAILS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK & Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C360 BIORETENTION BASIN DETAILS.dwg Plot 7 June 2024 - 11:06 AM
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