N13078 - 2014.10.17 - 1 Of 2

 

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161 REFER OUTLET THROUGH ROCKWALL
DETAIL ON DRG. N13078-131
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STEEL GUARD RAIL. REFER
T.M.R. STD. DRG. 1474
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DRIVEWAY CROSSOVER TO 4 é

IPWEAQ STD DRG. SEQ R-050 ~~
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NOTE:
REFER TO N13078-131 FOR BIO
DETENTION BASIN NOTES AND DETAILS.

 

 

 

 

 

 

FILE: NIBO78-128.dug DATE: 17-10-2014 TIME: 10:25,
Pxref's: X-NI3078-TIT X-NI3078-BASE X-N13D78-CONTOURS USR: Curtis Boorman

 

 
    
  
        
 
   

Ps
PONS.-14.22
bf
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SUBSOIL DRAIN
CLEANOUT FONT

3.50m WIDE TURFED ACCESS
TRACK AT MAX GRADE 1 IN &

BIO RETENTION AREA 200m?

STEEL GUARD RAIL. REFER
T.M.R. STD. DRG. 1474

Ly

BONS. 13.10

600x600 CHAMBER
WITH SOLID LID,

600x600 FIELD INLET WITH
GRATED LID. RL 13.000

“ag

150D OUTLET PIPE. REFER DRG.
N13078-131 FOR DETAILS.

 

150@ SMOOTH WALLED SLOTTED PVC PIPE -
MIN 0.5% GRADE AND MAX 2.5m SPACINGS.
REFER DRG. N13078-131 FOR DETAILS.

 

STORAGE VOLUME TO
RL 14.40 = 1100m?

 

 

902

 

5.0m WIDE WEIR
LOCATION AT RL 14.40

PROVIDE 20m? ROCK PROTECTION Dsg ROCK
{= 300mm @ 2 x 300mm THICK LAYERS
| WITH GEO-TEXTILE UNDERLAY
i REFER |.P.W.E.A.Q. STD. DRG.
WSUD-006 FoR WEIR DETAILS

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ACCESS TRACK SETOUT BIO-RETENTION BASIN DETAILS LEGEND

CH 0.000 £5151.611 N1017.544 PARAMETER BASIN DESIGN SURFACE CONTOUR

CH 0.262 £5151.783 N1017.346 FILTER SURFACE AREA (m2) 200 - SLOTTED PVC PIPE WITH Cl. CAP
R=5.000 FILTER SURFACE LEVEL (m) 12.55 Te SUBSOIL CLEAN OUT POINT
DEF 1803853.88 FILTER MEDIA DEPTH (mm) $00 \CRREEEOOAGS: PROPOSED BLOCKWORK RETAINING WALL
TL=0.821 TEMPORARY PONDING AREA (m?) 400
ARC=1.627 TEMPORARY PONDING DEPTH mm 300 eoconcencocccocesc0 © PROPOSED ROCK RETAINING WALL
CC £5155.560 N1020.622 STORAGE VOLUME (m3) 7100 (1.00) WALL HEIGHT (IN METRES)
IP £5152.321 N1016.726

CH 1.889 £5153.029 Ni016.310 TOP OF EMBANKMENT (m) 14.80 sw—— PROPOSED STORMWATER PIPE

CH 4.962 ESISE.670 NtO16.760 EMERGENCY WEIR LEVEL (m) 14.40 _, 7 SAFETY FENCE — AS DETAILED
R=5.750 i STEEL BEAM GUARDRAIL
DEF=99d49'42.70"
TL=6.832 ROCK ARMOURING SCOUR PROTECTION
ARC=10.018 BASIN FILTER AREA
CC £5158.581 N1019.719

IP £5161.562 N1011.302
CH 14.971 £5163.964 N1017.697
CH 25.542 £5167.680 N1027.594

UPPER DETENTION AREA
LOWER DETENTION AREA

BASIN FILTER SETOUT

 

BASIN WALL SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   
 
      
 

 

 

   

 

 

 

 

 

 

POINT {EASTING NORTHING POINT | EASTING NORTHING
1 515.025 1019.054 A 5164.904 035.662
2 5159.344 1030.723 B 5182.608 1083.491
3 5174.465 1071.574 C 5186.359 1082.102
4 5176.314 1081.377 D 5168.656 1034.273
5 5180.729 1088.486
6 5185.908 1092.034
7 5192.307 1087.646
8 5169.756 1026.817
9 5163.70 1010.671
« SETOUT IS TO BOTTOM OF WALL
- LOT 162 -
CONCRETE SLEEPER RETAINING WALL. 1.2m HIGH POOL TYPE FENCE TO
.2m
TTF REFER N13078-109 FOR DETAILS [~~ anoscate ARCHITECTS DETAILS
CARISSA PLACE TOP OF WALL ~
MIN RL 14.80 ~ © 9 som
STEEL BEAM GUARDRAIL Q100 WSL RL 14.32 _WIER LEVEL 14.40
TO TMR STD. DRG 1474 O5_WSt_RI 13. 2
.6m *
to, 1% (TYP!
ORG Bis078 109 tor Deval ;—GASIN RL 12.55 - Noctua RETAINING
& 1.77 4 WALL. REFER N13078-141
a - FOR DETAILS
SECTION /B) BIO-RETENTION AREA 200m?
SCALE (At): 1:100 Ye) REFER N13078-131 FOR FILTER DETAILS
- LOT 163 - SCALE (A3):1:200

   
    
 
 

PB

1.2m HIGH POOL TYPE FENCE TO
LANDSCAPE ARCHITECTS DETAILS.
TOP OF WALL co
a

CARISSA PLACE . MIN RL 14.80 050m

 

    
 

__WIER LEVEL 14.40

 

Ss

1% (TYP)

 

 

 

 

ROCK SIZE (Dea):

Dsp ON THE ENGINEERING PLANS SHOW
ROCK WORKS DENOTED AS HAVING
SIZES OF Dsp. Dsp CORRESPONDS TO THE
MEDIAN DIAMETER OF WHICH HALF OF
THE ROCK SIZES SHALL BE GREATER
AND HALF OF THEM SHALL BE
SMALLER. THE ROCK SHALL BE WELL
GRADED AND HAVE A MAXIMUM SIZE NO
GREATER THAN 30% AND A MINIMUM
SIZE NO SMALLER THAN Ds. FOR
EXAMPLE IF Dsp = 400mm IS SPECIFIED,
THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.

BIO-RETENTION AREA 200m?.

SECTION REFER N13078-131 FOR FILTER DETAILS

Ca’
SCALE (Atl 1:10 \—/

SCALE (A3):1:200

 

 

 

 

 

 

AB

see eee AMENDMENT DETARLS. DESIGN CHECK seas weres
UF_[ UF | 28.05.% [RETAINING WALL REFERENCE AMENDED
NT_[-NT_| 30.06% [ROCK PROTECTION TO SPLLWAY AMENDED, RET WALL TYPE AMENDED. 1250 § : 5 oA
@ [| 14.0.4 [AMeNoMeNTS PER COUNCIL RFL 1500

 

 

 

 

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DRAWN CHECK|

 

 

MIGROFIUM No
SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA

PROJECT No.

N13078

"APPROVED

fa

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

 

Ph (07) 5436 7888 Fax (07) 5493 6630

“CLIENT

DRAWING TITLE

 

SHAUN PILCHER RPEQ. 16593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

 

QM PROPERTIES \ cost TNA STORMWATER DRAINAGE
nT BROWN BIO DETENTION BASIN A
Brun et LAYOUT PLAN AND SECTIONS

LAKE DOONELLA NOOSA

 

ig (QLD) Phy Lid
Lal 3, 16 krnovtion Priva, Biting QLD Anatole 4525
Telephone 07 5470 9260 Fests 07 5470 9282
tain Costu Maa ny Hire atin Cet

‘DRAWING NUMBER TSSUE

Smart Consulting N13078-128 F

 

 

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STAGE C1 - C6