N13078 - 2014.10.17 - 2 Of 2

 

 

NOTE:
REFER TO N13078-131 FOR BIO

 

BASIN FILTER SETOUT

BASIN WALL SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

Zz

vu

901

 

 

 

DETENTION BASIN NOTES AND DETAILS. POINT | EASTING | NORTHING POINT | EASTING | NORTHING
A 5287.097 | 1097.95 1 5255.639 | 1094.829

B 5287.106 115.578 2 5268.617 110.200

C 5295.625 115.526 3 5298.793 1127.453

D 5295.617 1097.916 4 5300.147 125.155

5 5300.151 1093.092

! 6 5272.625 | _1093.120

7 5263.461 1089.679

 

 

 

 

 

 

 

 

 

 

|

 

 

PROVIDE FILL OVER
SEWER ALONG BOUNDARY

  
   

DRIVEWAY CROSSOVER TO
IPWEAQ STD DRG.

REFER I.P.W.E.A.Q. STD. DRG.
WSUD-006 FOR WEIR DETAILS

APPROX SPILLWAY
LOCATION AT RL 10.50

o% eS

in be

SEQ R-050
PATA NN

FILE: NIBO78-129.duq_DATE: 17-10-2014 TIME: 10:27
PXref's: X-NBBOI8-TIT X-NIBO78-BASE X-NI3078-CONTOURS USR: Curtis Boorman

 

  
 
 

150 SMOOTH WALLED

SLOTTED PVC PIPE -

9.19 MIN 0.5% GRADE AND
MAX 2.5m SPACINGS

 
 

ACCESS TRACK SETOUT

CH 0.000 £5259.185 N1077.954.
CH 2.034 £5260.458 N1079.541

R=7.070

DEF=69d54'55.22”

TL=4.943

ARC=8.627

CC E5254.944 N1083.966

IP £5263.552 N1083.396
CH 10.661 £5260.994 N1087.625
CH 12.486 £5260.050 N1089.186

R=7.000

DEF=71d20'33.39"

TL=5.025

ARC=8.716

CC £5266.039 N1092.809

IP £5257.449 N1093.485
CH 21.202 £5260.691 N1097.324.
CH 24.958 £5263.114 N1100.194

1 IN & MAX

PB

0.25m

BIO-RETENTION BASIN DETAILS

 

 

 

 

 

 

 

 

 

 

PARAMETER BASIN
FILTER SURFACE AREA (m2) 150
FILTER SURFACE LEVEL (m) 8.85
FILTER MEDIA DEPTH (m) 600
TEMPORARY PONDING AREA (m?) 300
TEMPORARY PONDING DEPTH (mm) 300
STORAGE VOLUME (m3) 1080
TOP OF EMBANKMENT (m) 10.80
EMERGENCY WEIR LEVEL (m) 10.50

 

 

 

FAUNA CROSSING SETOUT

LEGEND

 

 

 

 

 

 

POINT EASTING | NORTHING RL
A 5239.662 | 1073.748 11.400
B 5253.406 | 1090.875 11.250

 

 

 

 

 

 

 

[
{fF [| J

 

Lt itt

 

 

1500 X 1200 RCBC

FAUNA CROSSING
SCALE (A1) 1:100

 
 
 
 
      
    
  

BIO RETENTION AREA 150m?}—1

I
r
I
| {
t
i
r

 

STORAGE VOLUME TO
RL 10.50 = 1080m?

 

 

 

 

 

 

 

 

 

SUBSOIL DRAIN
CLEANOUT POINTS

 

 

 

TW. 10.80

 

 

11.54

 

 

 

 

 

 

 

 

PROVIDE 13m? ROCK PROTECTION Deg
ROCK = 300mm @ 2 x 300mm THICK I
LAYERS WITH GEOQ-TEXTILE UNDERLAY I
[\— 3.50m WIDE ACCESS TRACK |
AT MAX GRADE 1 IN & I
I

 

 

 

TOP OF WALL
nN RL 10.80
WIER LEVEL 10.50

 

 

 

 

TOP OF WALL

MIN RL 10.80 —_

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BATTER 1 IN 4 MAX.
TO LOT BOUNDARY

DESIGN SURFACE CONTOUR

SLOTTED PVC PIPE WITH C.l. CAP
SUBSOIL CLEAN OUT POINT

PROPOSED BLOCKWORK RETAINING WALL
WALL HEIGHT (IN METRES)

PROPOSED STORMWATER PIPE

SAFETY FENCE - AS DETAILED

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA

UPPER DETENTION AREA

LOWER DETENTION AREA

- LOT 172 -

  
  

fi% (TYP)

    
      

BOUNDARY AND WALL

 

  

NX

PB

4.50m

 

 

 

 

 

 

 

 

 

\ PROPOSED

SEWER MAIN

BASIN RL 8.85
2100 WSL RL 10.30
H o.6m 5 WSL RL 9.80
Ht t
[j= : se
& Lee 2.71m
zg
BIO-RETENTION AREA 150m?.
REFER N13078-131 FOR FILTER DETAILS
SECTION 8
SCALE {A1): 1:100 YT)
SCALE (A3}:1:200
BATTER 1 IN 4 MAX.
2 TO LOT BOUNDARY
0.25m TOP OF WALL TOP OF WALL
Vai RL 10.80 BASIN RL 8.85 MIN RL 10.80
FRWER LEVEL 10.50 gio ws RL 10.3002
H Q5 WSL RL 9.80
H 1% (TYPI}
EJ EL EL ELL EES EL CL
BIO-RETENTION AREA 150m2.
REFER N13078-131 FOR FILTER DETAILS
SECTION (A

SCALE {A}: 1:100 Ew,

SCALE (A3):1:200

LOCALISED FILLING BETWEEN

BLOCKWORK RETAINING WALL.
REFER N13078-141 FOR DETAILS

 

 

 

 

 

 

= ee oe Tunouwy penne DESIGN ciecK SOME CMETRES} memo" TSurvEYoR: RPS
1 INNOVATION PARKWAY, BIRTINYA
LF_| LF | 28.05.0  RETANING WALL REFERENCE AMENDED .
NT_[-NT_| 30.06.14 J ROCK PROTECTION DETAILS TO SPILLWAY ADDED. 12505 o 5 oat Ph (07) 5436 7888 Fax (07) 5493 6630
@ | @ |W. | aMeNONENTS PER COUNCIL RF 1500 a3 PROJECT No. TPPROVED

 

CazmeozmE>
Palm] o[ oe] >

 

 

 

 

 

 

 

 

 

DRAWN CHECK|

 

[ea

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTO

N13078

 

 

SHAUN PILCHER RPEQ. 14593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

“CLIENT

QM PROPERTIES

 

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

~~

(CONSULT AUSTRALIA

Brown Consulting (QLD)

Smart Consulting

ig (QLD) Pty Ltd
Lege 3, 14 notion Polvo, Bitingy QLD Anli 4575,
‘Tdaghons 07 54709260 Forsimile G7 5470'
iia Coburn Macs Opes

9262

egpere Silin Cov

Hesccs

Boo!
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DRAWING TITLE

STORMWATER DRAINAGE
BIO DETENTION BASIN B

LAYOUT PLAN AND SECTIONS

 

 

‘DRAWING NUMBER

 

N13078-129

Cc