CIVIL FOR APPROVAL-1303-10b-21b · OPW15/0142

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

PROPOSED ASPHALT
SURFACING EDGE SETDOWN TO
IPWEAQ WSUD-008

    
       
  
  

ae op —4 o—

TUBE STOCK @8/sqmAS PER
LANDSCAPE PLAN

BIO PLUS SAND WITH 3% ORGANICS
1:50 LONGITUDINAL GRADE

0.1m DEEP COARSE SAND 0.30
TRANSITION LAYER
{0.Smm-2mm)

 

 

 

 

0.2m MINIMUM DEEP 5-2mm WASHED
SCREENINGS & SLOTTED RIGID SEEPAGE
PIPES & 0.5% MIN GRADE.

 

e
O Nes
\S 70
TURF BATTERS.
ae __
N
eas, x, | } A_4
____ WSs = i
TV Q/
Z

1x9100 SLOTTED RIGID SEEPAGE PIPE.

BIORETENTION SWALE TYPICAL CROSS SECTION

 

SCALE N.T.S

WEIR 1m WIDE WITH GEO & ROCK
SHUTE 2m WIDE TO PWEAQ
WSUD-006

RL106.31

PIT, PIPEWORK AND OUTLET
CONFIGURATION AS PER IPWEAQ
STD DWG WSUD-002

 

| 2

 

—

BIORETENTION BASIN

70

6

CO
O

     
     

 

SCALE 1:100

SURCHARGE GRATE LIGHT DUTY “TELLAM SPG 600x600
NORMAL GRATE & FRAME ON LEGS” MIN 100 GAP TO PIT,
CONTRACTOR TO MEGAPOXY ALL JOINS.

BIO PLUS SAND WITH 3% ORGANICS WITH TUBE STOCK
@8/sqm AS PER LANDSCAPE PLAN

  

 

 

   

 

 

 

BIORETENTION COARSE
SEDIMENT FOREBAY 2009
RIVER STONES OVER
GEOTEXTILE

q Callaghan & Toth )

\ Civil, Environmental &
\yi Hydraulic Engineers
WN PO BOX 2305
iN) NOOSA HEADS 4567

6/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

 
  

 

 

 

 

 

designed | ADT | datum AHD DERIVED
drawn MM. ; PSM +
checked | AH Origin (B.M.) RL *
approved

 

 

 

SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

i
title

BIORETENTION DETAIL PLAN

i)
——_—_——————————————————

LOT 102 on SP236518

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

$$
——_—_———————————————————

 

 

 

 

 

 

 

 

 

SCALE
0.05 1°15 2 = 25 Meters 5
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:100(A3)  00_NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
ail.
REVISIONS
ment} revision details date
A | PRELIMINARY ISSUE 07/15)
B | MINOR CHANGE ISSUE 07/15
RL106.5
NY /

 

 

 

 

 

base RL105.11

 

 

 

0.2m DEEP 5-3mm SCREENINGS & 1000
SLOTTED RIGID PVC SEEPAGE PIPE TO
INLET OF O/F PIT WITH RISERS.

ALL T0 IPWEAQ WSUD-003

NON WOVEN GEOTEXTILE LINER TO
WSUD001

SECTION X=X

SCALE 1:50

200 RIVER STONE VEE CHANNEL 1.0
WIDE 0.1 DEEP OVER GEOTEXTILE

0.1m DEEP COARSE SAND
TRANSITION LAYER (1mm
DIAMETER SAND)

 

 

 

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 12 of 12 sheets

 

drawing number

1303-e1

 

 

 

 

\ date JULY 2015 )