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N13078 - 2014.10.17 - 2 Of 2

Attached to the e-mail OPW14/0197 - Amended Plans for Approval (Email 2 of 5).

of 20

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Page text read automatically using OCR, there may be inaccuracies

 

 

 

 

 

 

125

 

 

 

 

 

 

18.50m

 

600x900 FIELD INLET WITH
GRATED LID. RL 13.63

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE 5m? ROCK SCOUR
PROTECTION TO 2.0m WIDE CUT
OUT IN KERB TO ALLOW Q3
MONTH FLOW INTO BIO-SWALE

—

PROTECTION TO 2.0m WIDE CUT
OUT IN KERB TO ALLOW Q3
MONTH FLOW INTO BIO-SWALE

 

 

UGE

 

UGE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BIO-RETENTION SWALE FILTER
RL 13.33 AT INLET PIT

2.00m

OUTLET INTO BASIN

AT RL 14.55
PROVIDE 3m? ROCK SCOUR
PROTECTION TO OUTLET

  

 

 

 

 

  
  
 
 
 
  
   
 
  

co
OTE = BIO-RETENTION BASIN DETAILS LEGEND
Ee 70 N13078-131 FOR BIO PARAMETER BASIN — EXISTING SURFACE CONTOUR
- FILTER SURFACE AREA (mn?) 78
DETENTION BASIN NOTES AND DETAILS. 600 1200 _ 600 FILTER SURFACE LEVEL (m) VARIES — — —$0.0_ _____ DESIGN SURFACE CONTOUR
4 TEMPORARY PONDING DEPTH (mm) 300 —— eo — — SLOTTED PVC PIPE WITH C.l. CAP
a Ai TOP_OF EMBANKMENT (m) VARIES SUBSOIL CLEAN OUT POINT
o sw——— PROPOSED STORMWATER PIPE
aa ~— in — 7— SAFETY FENCE - AS DETAILED
I~ BIO-RETENTION SWALE FILTER
MEDIA. REFER DRG. N13078-131 STEEL BEAM GUARDRAIL
FOR DETAILS 500 1800 500. ROCK ARMOURING SCOUR PROTECTION
SECTION (A) 2
SCALE TAN: 150 (7 1 BASIN FILTER AREA
SCALE (43) 1:100 TAN
'g 2
I~ BIO-RETENTION SWALE FILTER
MEDIA. REFER DRG. N13078-131
FOR DETAILS
SECTION (B)
SCALE (AT: 1:50
SCALE (A3):1:100 YS
‘ff .
ty J
ral;
Le |
Fog} ee
i; SUBSOIL DRAIN
! CLEANOUT POINT
i 124 PROVIDE Sm? ROCK SCOUR
i
Li

 

 

 

 

 
 

NOTE
SWALE SECTION WITH NO FILTER MEDIA 0.75m

EITHER SIDE OF ELECTRICAL (TYP). SUBSOIL

DRAIN AND SWALE PROFILE TO CONTINUE
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— == == = se a = == == == = == =
FILE: N13078-149.dwq DATE: 16-10-2014 TIME: 15:59
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-CONTOURS USR: Curtis Boorman
ant [ous [ew On Cro SER a <a SERN TE

AMENDWENT DETARS pean GEOR SURVEYOR: RPS

LS a 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALA STORMWATER DRAINAGE
af ee ee Ph (07) 5436 7888 Fax (07) 5493 6630 os NORTHERN BIO-RETENTION SWALE
N 1.200 AB PROJECT
AG DRAWN CHECK] PROJECT No. ‘APPROVED SHAUN PILCHER RPEQ 14593 Brawn Ceneuting (QLD) Pty Lt Ou LAYOUT PLAN AND SECTIONS
MD MATHEW HLL RPEQ 1578 LAKE DOONELLA NOOSA ;. ieee a ine CD Ate ma
ae N13078 J Poe oRENT THOMAS RPE Tet STAGE Ci - C6 Start Constlting  '} einen ey a0 ee apa [Bene Rowen N1078-149 “
s\F FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD (fiohane Canberra Mourn yloey Ringapere fution Comet A

 
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