ver c-1303-10-21 · OPW15/0142

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

PROPOSED ASPHALT

SURFACING EDGE SETDOWN TO

IPWEAQ WSUD-008

   
    

TUBE

1:50 LONGITUDINAL GRADE

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

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

BIORETENTION SWALE TYPICAL CROSS

BIO PLUS SAND WITH 3% ORGANICS

 

ae op —4 o—

STOCK @8/sqmAS PER

LANDSCAPE PLAN

 

 

 

 

TURF BATTERS

     
 

1x9100 SLOTTED RIGID SEEPAGE PIPE CONNECTED TO
BASIN SEEPAGE PIPE AS PER BASIN PLAN.
PROVIDE CLEANOUT AS PER BASIN PLAN

SECTION

 

SCALE N.T.S

QIQ0WEIR FLOW 0.1SCUM/SEC

Q100 PIPE FLOW 0.216CUM/SEC

WEIR IS TO BE 1.5m WIDEx0.1SDEEP
WITH GEOFABRIC UNDER.

OUTLET SHUTE TO BE 2m WIDE WITH
1.5m WIDE BASE & 1:2 SIDE BATTERS
TO PWEAQ WSUD-006

 

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

WEIR RL106.16

   

 

a )
100 OVERFLOW SPILLWAY.
I200¢ RIVER STONE
ICHANNEL 1.5 WIDE BASE
10.15 DEEP WITH1:2 BATTERS.
——OVER GEOTEXTILE. EXTEND
ITO_1m_ PAST TOE OF BATTER

 

 

 

 

 

SURFACE WITH CAP,
ISCREWS & CONCRETE
SURROUND. REFER TO
IPWEAQ WSUD—003
ISTANDARD DRAWING
FOR 45DEG JUNCTION
BEND_ DETAIL.

INTERCONNECT SEEPAGI
PIPE USING TEE JUNCTION

/0

6

se aN
~~ O

BIORETENTION BASIN PLAN

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

   

 

 

 

 

J-3 UP RL 106.01
To
= — il

 

 

 

10 TO 150mm ABOVE SURFACE
WITH CAP, SCREWS &
CONCRETE SURROUND. REFER
TO IPWEAQ WSUD-003
STANDARD DRAWING FOR
45DEG JUNCTION BEND DETAIL
IL 105.10

 

BIORETENTION COARSE
SEDIMENT FOREBAY 2009
RIVER STONES OVER
GEOTEXTILE

(— Fallachan & Tath
Callaghan & Toth

\ Civil, Environmental &
| Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 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

a

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

a

 

 

 

 

 

 

 

 

REVISIONS.
iment] revision details date

A | PRELIMINARY ISSUE. 07/15)

| MINOR CHANGE ISSUE 07/15

RL1O6.5 C | ALTER FILTER DEPTH & NOTES 09/15

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=I

 

base RL105.05

 

0.2m DEEP 5-3mm SCREENINGS & 100%

SLOTTED RIGID PVC SEEPAGE PIPE WITH

NON WOVEN GEOTEXTILE LINER TO 0.5% FALL TO INLET OF O/F PIT WITH
WSUD001 RISERS AS PER BASIN PLAN.
ALL T0 IPWEAQ WSUD-003
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 TENDER

 

Sheet 12 of 12 sheets

 

drawing number

1303-21

 

 

 

 

)

XY date SEPT 2015