Engineering Drawings Part 2 - OPW14/0197

 

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148 's
\ REFER OUTLET THROUGH ROCKWALL

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NOTE:
REFER TO N13078-131 FOR BIO

 

FAUNA CROSSING SETOUT

 

 

DETENTION BASIN NOTES AND DETAILS.

 

 

 

 

 

 

 

POINT EASTING | NORTHING RL
A 5224.658 | 1085.484 9.200
B 5234.347 | 1106.542 8.600

 

 

PB

   
      

TING

4506 RCP

a

|
~ DODONAEA CLOSE -

CULVERT CROSSING DETAIL
SCALE (A1) 1:100

eS |

\ PSS

  

 
 

DETAIL ON DRG. N13078-131

ss
TW. 9.674) 8
BW. 9.1

NS 9.63
<

Sp

/ eo) %
DRIVEWAY , CROSSOVER TO y
= rpwega STD DRG. SEQ R-050 ”

 

7 LS:

FILE: NIBO78-130.dug DATE: 16-04-2014 TIME: 0931
xref's: X-NBBOI8-TIT X-NBO078-BASE X-NEBO78-CONTOURS USR: nathan taylor

—-— tN

A I
Rp'50D SMOOTH WALLED SLOTTED PVC PIPE -
*S~ MIN 0.5% GRADE AND MAX 2.5m SPACINGS

| “~
STORAGE VOLUME TOs
RL 9.30 = 1210m?

146

  

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

===
TWIGR

Ls

PB

 

SMO
USH COURT

7
RL_ 9.337

SUBSOIL DRAIN
CLEANOUT POINTS

 

- SPILLWAY LOCATION AT RL 9.00
PROVIDE 20m? ROCK PROTECTION

Dsp = 200mm L = 2.0m

— BIO RETENTION AREA 400m?

D5 ROCK = 300mm @ 300mm THICK

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

 

 

PROVIDE 4.0m? ROCK PROTECTION

   
   
 

 

375@ OUTLET PIPE. REFER
DRG. N13078-131 FOR DETAILS.
x600 FIELD INLET
WITH GRATED LID.

 

 

 

LEGEND
EXISTING SURFACE CONTOUR

 

 

 

 

 

 

 

 

BIO-RETENTION BASIN DETAILS _— — —500___ DESIGN SURFACE CONTOUR
PARAMETER BASIN _ ____ SLOTTED PVC PIPE WITH Cl. CAP
FILTER SURFACE AREA (m4) 400 SUBSOIL CLEAN OUT POINT
FILTER SURFACE LEVEL (m) 7.30 (CREQCASA5E5, PROPOSED BLOCKWORK RETAINING WALL
TEMPORARY PONDING DEPTH (mm) 300 sn00) WALL HEIGHT (IN METRES)
STORAGE VOLUME (m3) 1210
TOP OF EMBANKMENT Tr) 930 sw——— PROPOSED STORMWATER PIPE
EMERGENCY WEIR LEVEL (m) 9.00 — 7— SAFETY FENCE - AS DETAILED

 

 

 

 

 

 

STEEL GUARD RAL. REFER
T.MR. STD. DRG. 1474

  

 

 

- LOT 146 -

1

1.2m FOOTPATH

STEEL BEAM GUARDRAIL

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA

DETENTION AREA

 

BASIN WALL SETOUT BASIN FILTER SETOUT

 

 

 

 

 

 

 

 

  

POINT [EASTING [NORTHING POINT [EASTING [NORTHING
1 5227.434 116.158 A 5255.987 1180.018
2 5244.987 1175.941 B 5282.393 1202.227
3 5278.841 1204.471 c 5283.965 1208.234
4 5279.920 1208.597 D 5283.237 1217.358
5 5219.236 1217.143 E 5283.617 1217.388
6 5282.814 1221.342 F 5291.917 1213.365
7 5284.618 121.449 G 5294.686 1210.085
8 5294374 126.373 H 5298.024 1206.898
9 5303.253 1208.228 J 5260.106 174.990
10 5303.297 1206.090
" 5254418 164.919
12 5242.182 1154.610
* SETOUT IS TO BOTTOM OF WALL
ROCK SIZE (D5o): ACCESS TRACK SETOUT
Dsy ON THE ENGINEERING PLANS SHOW CH 0.000 £5224.777 N1153.586
ROCK WORKS DENOTED AS HAVING CH 0.001 £5224.778 N1153.586
SIZES OF Dsp. Dsp CORRESPONDS TO THE R=30.000
MEDIAN DIAMETER OF WHICH HALF OF DEF=2749'55.25"
THE ROCK SIZES SHALL BE GREATER TLe7.248
SMALLER. THE ROCK SHALL BE WELL ARM 224
GRADED AND HAVE A MAXIMUM SIZE NO cern dee
GREATER THAN 30% AND A MINIMUM . "
SIZE NO SMALLER THAN Dsp. FOR CH 14.225 £5237.255 N1160.135
EXAMPLE IF Dsp = 400mm IS SPECIFIED, CH 30.409 £5249.418 N170.811
THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.
& TOP OF WALL 2
| TOP OF WALL 9.50
IN 4 I MIN RL 9.30

 

MIN RL 9.30 NJ
__WIER LEVEL 9.00

 

 

 

BASIN RL _7.30

 

 

 

  

BIO-RETENTION AREA 400m?
REFER N13078-131 FOR FILTER DETAILS

SECTION (A
SCALE (At: #100 \—

SCALE (A3):1:200

 

ALCS,

JoRAWN] —_OATE

 

F

DESIGN CHECK
ae AMENDMENT DETAILS.

 

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4250 5

"SCALE (METRES 7

0M

 

 

4500
DRAWN CHECK|

 

 

 

 

 

 

 

 

 

 

a3

 

"MICROFIM No,

PROJECT No.

N13078

 

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED.
MATHEW HILL RPEQ 11578

“7e BRENT THOMAS RPEQ 7862

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

SHAUN PILCHER RPEQ 14593}

‘CLIENT

QM PROPERTIES

 

 

PROJECT

LAKE DOONELLA NOOSA

STAGE C1 - C6

 

 

 

Oo \ A STORMWATER DRAINAGE
BR WN wD BIO DETENTION BASIN C
. Brown Consuthg (QLD) Pty LAYOUT PLAN AND SECTIONS
Smart Consulting Tetinnainaterana Sal" 919078-130 =