1225_For Approval_A

                                                                                                Civil, Environmental &
                                                                                                Hydraulic Engineers




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[OCR of page images]
 

 

 

 

 

 

 

& THREE 0.10/0.15 GAPS IN KERB.
PROVIDE A ROW OF 0.1m DIA SPALLS 0.2m
WIDE OVER GEOTEXTILE. REFER TO SECTION

 

 

CONCRETE APRON EXTENSION
2.0m WIDE x1.15m LONG
WITH 0.2m HIGH KERB

 

 

 

2m WIDE WEIR WITH 1:3 BATTERS
ROCK SPALLS 2008
OVER GEOFABRIC (7sqm)

 

 

 

 

 
     
     
     
   
   
 
 
  
 
 
 

J

TOPSIOIL 50mm THICK FERTILISE &

 

DETENTION BASIN SETOUT TABLE

 

MULCH 75mm THICK TO BATTER.

 

TUBE STOCK NATIVE SHRUBS AT

 

 

 

0.75m CENTRES (TWO ROWS)

 

 

 

TO SURFACE WITH CAP,

 

SCREWS & CONCRETE

Callaghan & Toth )

Civil, Environmental &

 

SURROUND. REFER TO IPWEAQ
WSUR-003 STANDARD

 

 

DRAWING FOR 45DEG

 

 
 

 

 

 

 

JUNCTIQN BEND DETAIL.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
 
 

~~

S

¥

 

    
   

 

 

BIORETENTION BASIN DETAIL

SCALE 1:250

 

 

2m WIDE WEIR WITH 1:3 BATTERS

ROCK SPALLS 2000
OVER GEOFABRIC (7sqm)

 

 

WEIR 100,71

 

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

 

 

 

 

0.15

20

0.

a] J 0.15

   

bt

POINT | EASTING NORTHING DESC. Hydraulic Engineers
1 X=491475.958 | Y=7079171.837 | EDGE SAND/1:3BAT PO BOX 2305
2 X=491485,235 | Y=7079177.396 | EDGE SAND/1:3BAT i! /41 Pea ue hey
3 X=491495.036 | Y=7079172.823 | EDGE SAND/1:3BAT = Phone 54749081
4 X=491485,759 | Y=7079167.263 | EDGE SAND/1: 3BAT www.callaghanandtoth.com.ou
5 X=491474.160 | Y=7079171.744 | TOP OF 1:3 BATTER designed [AH | datum AHD DERIVED
6 X=491485.143 | Y=7079179.194 | TOP OF 1:3 BATTER drawn MM . PSM. 178243,
7 | x=491496.834 | Y=7079172.915 | TOP OF 1:3 BATTER | | |crecked [07 | Origin (BM) RL 108.138
8 X=491485,852 | Y=7079165.466 | TOP OF 1:3 BATTER
9 X=491478.142 | Y=7079171.950 | CENT 900x900 PIT approved
10 | x=491478.284 | Y=7079166.712 | TOP 1:3 SLOPE/WEIR MAX WATTERSON & ASSOCIATES
11 | x=491476.374 | Y=7079167.864 | TOP OF 1:3 BATTER PHONE (07) 54 426 121
12 | X=491464.800 | Y=7079180.938 | MID HEADWALL
13 | X=491496.035 Y=7079173.039 | MID HEADWALL ( )

project

oo

 

 

 

APRON EXTENSION DETAIL SECT

[+ 1.15 __.|

 

 

 

 

 

 

 

7 0.15 GAP
Le0.10 GA

APRON EXTENSION DETAIL PLAN
SCALE 1:50

 

SURCHARGE GRATE LIGHT DUTY "TELLAM SPG

200 GAP TO NOTCH LIP”.
CUT LETTER BOX NOTCH 900x200 TO ONE

AND EPOXY PAINT CUT EDGE.

 

900x900 NORMAL GRATE & FRAME FLUSH MIN

SIDE ONLY. CONTRACTOR TO MEGAPOXY ALL JOINS

 

 

 

7S2000

 

STOCK @8/sqm AS PER
TABLE ON LANDSCAPING
PLAN 1026-86.

SAND WITH TUBE

 

 

10.20

4

|

 

TOP BATTER 100.83

CORE DRILL &
EPOXY TWO Y10
BARS 300 LONG
@ 400CRS

0.30

13

PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK

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($$ <~r
Client

VALKEV PTY LTD

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—————————————————
title

BIORETENTION BASIN DETAIL

PAN)

_————

LOT 136 on MCH978

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

En

_————
SCALE

 

0.1.25 2.5 3.75 5 6.25 Meters 12.5

scale
1:250(A3) SCALE. SHOWN. IS_ORIGINAL DRAWING SCALE
DO_NOT SCALE FROM THIS DRAWING

\ USE_ONLY_DIMENSIONS PROVIDED, )
SS
REVISIONS

 

ment] revision details date

 

A | ISSUED FOR APPROVAL 09/14

 

 

 

 

 

 

 

 

FILES

 

 

 

FINOTCH RL100.43)

 

 

 

 

 

 

il _i — il i

 

iN i \ SAND 100.25 ! | | \

\D

COMPUTER DIRECTORY

 

X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC

 

DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI

 

 

 

—} 0.50

4-0.20

 

j*— 0.80 —*}
=) 0.10

er On

Seige

BASE 99.43

 

TOPSIOIL 50mm THICK FERTILISE
MULCH 75mm THICK TO BATTER.
TUBE STOCK NATIVE SHRUBS AT
0.75m CENTRES (TWO ROWS)

FOR APPROVAL

 

 

 

0.2m DEEP 5-3mm SCREENINGS &
FIVE 1008 SLOTTED RIGID PVC
SEEPAGE PIPE SPACED 2m

50mm BOTTOM COVER 1:100 MIN
GRADE TO INLET OF OVE pir

 

SECTION

 

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

 

 

 

X=X

 

NON WOVEN GEOTEXTILE
LINER TO WSUDO01

Sheet 19 of 36 sheets

 

drawing number

1225-78

 

 

 

 

date 9th SEPTEMBER 2014

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