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Development Application part 2 of 2 Report and Plans MCU13/0030
Plans and drawings: the text below has words only, no drawings.
Very large file (71.1 MB): may take a few minutes to open.
PROPOSED "’"
ASPHALT
SURFACING_
TURF BATTERS
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Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
rO.80-j-l.00 I 0.80-j ..’
~~ ~ PO BOX 2305
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TUBE STOCK- ’. .
NOOSA HEADS 4567
TS2000 SAND WITH
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@8/sqm 6/41 Sunshine Beach Road
PLANTS AND 1:100
~ ~- Phone 54749081, Fox 54749041
LONGITUDINAL
H 0.30
~~ 8 9 designed AnT
www.calloghanondtoth.com.au
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SURVEYED BY
0.1 m DEEP COARSE-
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PROPOSED KABARA HOSTEL
SURROUNDED WITH 100m LAYER OF r ~~ ~ ~~ 1 20 TOPAZ STREET
PIPES & O.S% MIN GRADE. 2-Smm WASHED SCREENINGS. r ~~ 1
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BIORETENTION SWALE lYPICAL CROSS SECTION I
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1 INTEGRATED WATER MANAGEMENT
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BIORETENTION DETAIL PlAN
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---------~:~-------------j --
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LOT 102 on SP236318
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Parish of TEWANTIN
~ -- County of MARCH
_----\ SUNSHINE COAST COUNCIL
\ \ Locality of COOROY
,
BIORETENTION BASIN 1 PLAN
SCALE 1 :100 SCALE
o 0.5 1 1.5 2 2.5 IIotn 5
PIT, PIPEWORK AND --,
OUTLET CONFIGURATION scale SCAlE SHOWN IS ORIGINAl DRAIIING SCAlE
DO NOT SCAlE FROM THIS DRAIIING
AS PER IPWEAQ STD SURCHARGE GRATE LIGHT DUTY ELLAM BIORETENTION LARGE 1:100(A3) USE ONLY DIMENSIONS PRCMOED
DWG WSUD-002 SPG 900x900 NORMAL GRATE & FRAME COARSE SEDIMENT
ON LEGS" MIN 100 GAP TO PIT. FOREBAY 200
CONTRACTOR TO MEGAPOXY ALL JOINS. RIVER STONES OVER REVISIONS
GEOTEXTILE
._ revision details dote
- . .
SAND WITH
rTS2000 TUBE STOCK
0.30 RL106.5
@8/sqm
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COMPUTER DIRECTORY
X:\JOBS\CT\...
CHANNEL OVER GEOTEXTILE
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--"""’_NON WOVEN GEOTEXTILE --......._O.lm DEEP COARSE
LINER TO WSUDOOl
~O2m DEEP S-3mm SAND TRANSITION PAGE 10
SCREENINGS & 100
SLOTTED RIGID PVC
LAYER (1mm
DIAMETER SAND)
SEEPAGE PIPE TO INLET OF Sheet 10 of 17 sheets
O/F PIT
SECTION x-x drawing number
SCALE 1 :SO 1303-03
.
" dote 1 st FEBRUARY 2013 ~
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