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08/0215 - Hydraulic drawings for stormwater, erosion & sediment control [As Published] · 142008.215
Toe wMoTTPaT eT Rarvasting and
lartention tank type precost concrete,
hinderground trom: ALLCAST PRECAST]
Jnith #50 slow lek for 200Qitre for
|sstention
pare
mien on oe pean eh
ices ork ie RE See
EES See fr famine
eed
Sy
Yy
yyy
y
LY,
SY Yn, 1
ecu yyy '
Ly
Y
lec
poot court
soinipse
steel
aml
IT OCoCOLH
a bench
SOVSISAL SIGnnsd
2
a
ee s 3 s 5 s
= S
a §
& 3
1.20 Lin
1
06 1,04
[channel ot per detail
5 | 2 200 tees ate
a4
i
198
139
TOP ELEVATION
Gobonized Metat-Cioss 8
690 690 Grole
Trench Grote
Trench Grate
Pertoroteg, ah SS J
SS Maxh Screen
328
+—Feenco Filting
r— Option! Flow By
,
228 2 «9100
795
Ls
780
‘aI6
FRONT ELEVATION SIDE ELEVATION
CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE
Sole 1:20
Provide Gross Pallant Trop
s
Cosament
rofer title documents)
3
2000enin
adaptor to moteh karb
| Mot Oip Gobonaed Kerb
2Serin
‘opproved equnalent,
aecled with alicone or
morter inte fittings.
DETAIL A
TYPICAL CROSS SECTION OF STORMWATER TO KERB
Retoining woll os specitied
nee Development 08 specitied
Vr,
:
with grote
ond Seren
Diameter os specified
1, UPVC pipe to be 100mm teow duty OW
class SNE
2. MI alee! works to be hot dip gol
3. At joints on PVC pipe to be seal
overt weld cement (lype Nor
fabber ing joint.
Fitting for connection of #100
PVE pip to 125 = 75 x mm
IMS unction
fan] Description Date
Netes Dal
¥ 14=5-07,
[For Construction
ls Constructed
cowract:; Reinhold Koenning weAust RPEG Ne 7023
Po
PH: Saag 9548,
email: [email protected]
Foe 5444 8224
www.conhyd com
CUENT
K. & V. BRACKEN
‘ARCHITECT +
ANOREW MCKELLAR DESIGN
PROVECT: PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE :
DRAWING TITLE:
STORMWATER
Teste [13-8207 | Op me
oa uxa| «of 5 |1763-0-1
RPD:- Lot 1 on RP69868
OPERATIONAL WORKS
Drew] RK [eta]
sear : 1:10
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