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OPW14/0197 Approved Plans Part 3 (N13078)
Plans and drawings
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NOTE: __ -J°L __ EXISTING SURFACE CONTOUR
REFER TO N13078-131 FOR 810 FAUNA CROSSING SETOUT BIO.RETENTION BASIN DETAILS __ ---J°L __
DETENTION BASIN NOTES AND DEl AILS. DESIGN SURFACE CONTOUR
POINT fASTING NORTHING RL
PARAMETER BASIN
A. 5224.658 1085.484 9.200
FitTER SURFACE AREA 1m I 400
----- SLOTTED PVc PIPE WITH (.I. (AP
SUBSOIL CLEAN OUT POINT
B 5234.347 1106.542 8.600
Fit TER SURFACE lEVEL 1m) 1.30 PROPOSED StOCKWORK RETAINING WALL
TEMPORARY PONDING DEPTH (mml 300 (1.001 WAll HEIGHT UN METRES)
I STORAGE VOlUNE Im31 1210
N I TOP OF EMBANKMENT Iml 9.30 •• PROPOSED STORMWA TER PIPE
I • DODOHAEA CLOSE • EMERGENCY WEIR lEVEL 1m) 9.00 -/--/- SAfETY FENCE - AS OET AILEO
STEEL BEAM GUARDRAIL
~ ROCK ARHQURING SCOUR PROTECTION
[:':'::'::-:':':',:':j BASIN Fit fER AREA
1 IN 4
~--- c:::J DETENTION AREA
450lZl Rep
CULVERT CROSSING on AIL PROVIDE 4.0m! ROCK PROTECTION
Os. • 200m-II l • 2.om
SCALE IAn 1:100
BASIN WALL SETOUT BASIN FILTER SETOUT
I
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T~ -_~_l__
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' - /1 -, --
-____
TWiGRUSH COURT-:-
I _'_
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/
. ~ STEEL GUARD RAIl. REFER
POINT
1
2
3
4
S
6
I fASTING
5227.434
5244.987
5278.841
5279.920
5279.236
5282.814
NORTHING
1161.158
1175.941
1204.471
1208.597
1217.143
1221.342
POINT
A
8
(
0
E
F
I EASTING
5255.987
5282.393
5283.965
5283.237
5283.617
5291.917
I NORTHING
1180.018
1202.227
1208.234
1217.358
1217.388
1213.365
-T.M.R. STD. DRG. 1474
. ',- __ ..•.•..
--1
7 5284.618 1221.449 G 5294.686 1210.085
5294.374 1216.373 H
/7
8 5298.024 1206.898
I J'~' .' ~~!lf;ii 9 5303.253 1208.228 J 5260.106 1174.990
SIq..9, ,",,- I 10 5303.297 1206.090
_~~,.....il 11 5254.418 1164.919
> - -.y/~-" I • 12 5242.182 "54.610
N7:5~'~~~II'
~ --
_ TW.9 3~::,-, _ J" ,
• SETOUT IS TO BOTTOM OF WALL
-- i ' "'--""~-
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NS:7,'"
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ROCK SIZE !D L
" ~'-.~ CSt ON THE ENGIN~IN(j PLANS SHOW
'> ..
ACCESS TRACK SETOUT
CH 0.000 E5224.777 N1153.586
ROCK WORKS DENOTED AS HAVING CH 0.001 E5224.778 N,,53.566
>-£Z/......
'. i:b .....
~1...
"~ -......:.:;..................
/ .....
~.
~~~\ "'-- SIZES OF DsOo Dst CORRESPONDS TO THE
MEDIAN DIAMETER OF WHICH HALF OF
R.30.000
OEF:27d9'55.25"
\.
> f:.............;<,.
- '" ~.
-_ .s::::;
THE ROCK SIZES SHALL BE GREATER
AND HALF OF THEM SHALL BE
TL:7.246
3150 OUTLET PIPE. REFER \ ...•••..
...,.."\ ARC:'4.224
SMALLER. THE ROCK SHALL BE WELL
DRG. NUD18-l31 FOR DETAilS. ...,.:••• I CC E5217.464 N1182.661
GRAOEO AND HAVE A MAXIMUM SIZE NO
600)(600 FIELD INLET ••• \ " GREA TER THAN 30% AND A MINIMUM
IP E5231.808 N1155.353
WITH GRATED LID. / \ 1 SIZE NO SMALLER THAN 050' FOR
CH 14.225 E5237.255 N1160.135
' - I ) EXAMPLE IF Dso : 400mm IS SPECIFIED, CH 30,409 E5249.418 N1170.811
\
1~48
I
,
!-~-- THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.
\
\ I
\ i
\ /
.I
\ SPILLWAY
I
LOCATION AT Rl 9,00 / \ I
\ / "
I PROVIDE 20ml ROCK PROTECTiON oSc
'I.
~_-I'I ' .lOT 1<lI.
~ ROCK: lOOmm ()l 2 )( lOOmm THICK
~W!!t:!._~9:lE~T~_~~N~~l~~L..-..../ 1
REFER I.P.W.E.A.Q, STO. ORG. & j
WSUO-006 FOR WEIR DETAILS --- - ---
/
/ /' I
I / I
/ I
I ,/
"
/
/
I
,/ / I BIO-RETENTION AREA 400m2•
/ / I REFER N13078-131 FOR FILTER DETAILS
/ 1
/ /1 - SECTION A
I
I
I NOOSA COUNCIL At [A111:1
SCALE \A3): 1:200
I
I
I APPROVED PLANS
/ I
OPW14/0197 3 OCT 2014
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SURVEYOR: RPS
1 INNOVATION PARKWAY,
Ph [071 5436 7888 Fall
BIRTINYA
1071 5493 6630 _..
~~
OM PROPERTIES
BROWN """"''0,,#"""
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STORMWATER DRAINAGE
BIO DETENTION BASIN C
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12S~ S lQ ,1,1
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LAKE DOONELLA NOOSA ~~[W)PI)IlJII LAYOUT PLAN AND SECTIONS
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• N13078
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Smart Consulting ~
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01~1On6l)"" C1~70m2
DlIA_--al
N13078-130 A
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