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Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 23, section 1. The text section number identifies this passage in the reader.
NOOSA COUNCIL
-
LEGEND
APPROVED PLAN EXISTING LOT BOUNDARY
MCU26/0040, OPW26/0066 & RAL26/0013 122
7 AUGUST 2026 .00 EXISTING CONTOUR (INTERVAL 0.20m)
-
DESIGN SURFACE
EXISTING EASEMENT
PROPOSED
STAGE 1 / / / / / / / EXISTING FENCE
FUTURE STAGE 4
FUTURE STAGE 2 3.00m
DESIGN SURFACE SW SW SW EXISTING STORMWATER
PROPOSED RM RM RM EXISTING SEWER RISING MAIN
STAGE 1 FFL 124.50 S S S EXISTING SEWER LINE
3.00m FFL 124.40
W W W EXISTING WATER MAIN
600mm
OH OH OH EXISTING OVERHEAD ELECTRICAL
FFL 124.50 0.25m MIN
FFL 124.40 +RL124.95 PROPOSED FINISHED LEVEL
EX 124.80 EXISTING LEVEL
1 IN 4 TEMPORARY 2.3% GRADE
SWALE DRAIN TO
BE FREE DRAINING 3.0m WIDE GRAVEL SHOULDER TO
1 IN 4 TEMPORARY SWALE DRAIN TO 3.0m WIDE GRAVEL SHOULDER TO OUTSIDE OF CONCRETE AREA TO
FFL 5.30 FINISHED FLOOR LEVEL
BE FREE DRAINING TO OUTLET TO OUTLET
OUTSIDE OF CONCRETE AREA TO ALLOW COMPACTION OF PAVEMENT PROPOSED EARTHWORKS CUT
ALLOW COMPACTION OF PAVEMENT AND OVERRUN OF VEHICLES.
AND OVERRUN OF VEHICLES. PROPOSED EARTHWORKS FILL
122
.00 PROPOSED CONTOURS
PROPOSED EASEMENT
STAGE 1 AND 2 INTERFACE STAGE 1 AND 4 INTERFACE
PROPOSED RETAINING WALL
SECTION A SECTION B SW SW SW PROPOSED STORMWATER
C101 C101 > > > > > PROPOSED STORMWATER SWALE
SCALE HOR 1:200 SCALE HOR 1:200
SCALE VER 1:40 SCALE VER 1:40 PROPOSED DRAINAGE PIT
STAGE LEGEND
INSTALL TEMPORARY 900x900 FIELD INLET
TO DIRECT ALL FLOWS TO BASIN. STAGE 1 BOUNDARY
3.0m WIDE GRAVEL SHOULDER TO OUTSIDE
OF CONCRETE AREA TO ALLOW STAGE 2 BOUNDARY
COMPACTION OF PAVEMENT AND OVERRUN
TEMPORARY SWALE TO DIRECT UPSTREAM OF VEHICLES. TEMPORARY SWALE AT 0.5% MIN TO DIRECT STAGE 3 BOUNDARY
FLOWS TO TEMPORARY FIELD INLET UPSTREAM MAJOR FLOWS TO FIELD INLETS
IL 124.00 AT 0.5% MIN STAGE 4 BOUNDARY
STAGE 5 BOUNDARY
SW
>
/
/
> >
/
0.5mSTEP 0.5mSTEP 0.5mSTEP
/
0.5mSTEP 4.6%
/
/
/
4.6%
OOHH
STAGE 2 SW
STAGE 4
> >
0+
/
RL125.0
/
+RL124.58
/
/
SW
OOHH
/
124.0
/
/
>
/
+RL1
OOHH
/
> >
/
12 13 14 15 16 17 18 19 20 21 22 23 23.5
/
SW
/
0
/
/
SW
OOHH
/
> >
/
1.6%
/
/
/
OOHH
+RL124.65
FFL 124.50
/
SW
/
/
FFL 124.50 +R
/
>
FFL 124.50
OOHH
L12 STAGE 5 BYPASS CATCHMENT DIRECT TO
/
>
>
RL124.50+ 2.1%
SW
FFL 124.50
>
/
4.1
/
>
> > 5
>
TEMPORARY FIELD INLET.
/
> > > > > > > > > > > > > > > > > > > > > > > > > > > > >
H0.0+ +TW124.50 >
/
> >
OOHH
> >
/
>
/
>
>
> > > > > >
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