ver c-1303-10-21 · OPW15/0142

         Civil, Environmental &
         Hydraulic Engineers




LEGEND




 SW



 RW


[OCR of page images]
 

 

 

BIORETENTION &
SWALE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ab

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT | EASTING | NORTHING | LEVEL DESCRIPTION

1 834.622 | 1136.789 | 108.059 LIP LEVEL MID PIT

2 835.264 | 1131.194 | 106.370 UD LEVEL

3 836.442 | 1122.248 | 106.310 CORNER BIO BERM TOP

4 | 836.782 | 1120.875 | 105.710 CORNER BIO SAND

5 836.944 | 1120.778 | 105.750 IL 2000 PIPE OUTLET

6 839.644 | 1119.149 | 105.750 IL 1508 PIPE OUTLET

7 840.848 | 1118.420 | 105.710 CORNER BIO SAND

8 842.222 | 1118.762 | 106.310 CORNER BIO BERM TOP

9 838.202 | 1114.319 | 105.710 JUNCTION BIO & SWALE

10 | 836.976 | 1112.000 | 105.710 CORNER BIO SAND

11 | 837.316 | 1110.627 | 106.310 CORNER BIO BERM TOP

12 | 831.536 | 1114.113 | 106.310 CORNER BIO BERM TOP

13 | 832.909 | 1114.453 | 105.710 CORNER BIO SAND

14 | 835.459 | 1114.083 | 106.010 |CONC EDGE LEVEL & PIT CENT
15 858.500 | 1101.899 | 106.150 SAND LEVEL SWALE CORNER
16 | 860.542 | 1099.305 | 106.190 SAND LEVEL SWALE END

17 | 846.700 | 1125.765 | 106.500 |CONC EDGE LEVEL & PIT CENT
18 | 836.257 | 1094.945 | 106.800 IL 300¢ PIPE OUTLET
19 | 823.425 | 163.548 | 108.690 UP LEVEL MID PIT

20 | 882.650 | 1100.216 | 106.90 | CONC EDGE LEVEL & PIT CENT
21 | 886.059 | 1103.720 | 107.00 | CONC EDGE LEVEL & PIT CENT
22 | 899.552 | 1097.935 | 107.03 | CONC EDGE LEVEL & PIT CENT
23 | 925.309 | 1088.035 | 107.30 | CONC EDGE LEVEL & PIT CENT

LEGEND

 

 

 

 

PROPOSED RAINWATER
RAINWATER TANK

PROPOSED BIORETENTION BASIN
LOCATION TO DETAILS ON PLAN 21

PROPOSED PVC STORMWATER PIPE
PROPOSED FRC STORMWATER PIPE
PROPOSED ROOFWATER PIPE

—--—__--—— PROPOSED KERB EDGE

 

ROADSIDE GULLY PIT WITH PRE
ENTRY

TYPE 2 600x600 PIT WITH ELEVATED
GRATE.

PROPOSED ASPHALT SURFACING

PROPOSED CONCRETE FOOTPATH

PROPOSED FINISH LEVEL

DIRECTION OF SHEET FLOW

STONE PITCHED BASIN OVERFLOW

spr PROPOSED TOP OF TINS TO 1IN 4

—— PROPOSED TOE OF BATTER -

LANDSCAPED BATTER

daalolaaletabsltal jl bb bbbbbbib bb

 

 

  

 

 

Q 2060 BRecAST HEADWALL é&
1.5sqm 2008 ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

 
  

 

Q100 OVERFLOW SPILLWAY.
200% RIVER STONE
CHANNEL 1.5 WIDE BASE
0.15 DEEP WITH1:2 BATTERS.
OVER GEOTEXTILE. EXTEND
TQ 1m PAST TOE, OF BATTER

   
 
   
 

 

 

'300@ PRECAST HEADWALL &
3sqm 200% ROCK SPALLS
SCOUR PROTECTION

 

 

 

Lo aa Na Q_

 

  

 

 

\\WIDE 0.1

i 200¢ RIVER STONE
\\\ |VEE_ CHANNEL 1.0

\ DEEP @
\YOVER GEOTEXTILE.

 

 

     
   
   
   
  
  
 
  
 
  
 
 
  
  
 
  

Clo oud &

4
4
4

 

 

15006 PRECAST HEADWALL
& 0.5sqm 2006 ROCK
SPALLS SCOUR PROTECTION

 

 

 

 
     

 

600x600 PIT WITH L/DUTY GALVANIZED]
GRATE, TO STD DRG IPWEAQ D-0050
TYPE 2 & DETAILS ON PLAN 21

 

 

 

 

WIDE 0.1 DEEP

 

200% RIVER STONE
VEE CHANNEL 1.0

(OVER GEOTEXTILE

—!0 TO 150mm ABOVE
SURFACE WITH CAP,
SCREWS & CONCRETE

 

 

A SS
SS
N SS

/

~

SURROUND. REFER TO
IPWEAQ WSUD—003

STANDARD DRAWING FO
ASDEG JUNCTION BEND

™ y DETAIL. JL 106.54 \
+> SA
»~ Sy

%

      
        
   

 

   
   

 

CONNECTED TO EXISTING
IBUILDING DOWNPIPES AS PER
HYDRAULIC DRAWINGS

 

24000 LITRE RAINWATER TANK]

 

 

 

 

24000 LITRE RAINWATER
TANK CONNECTED TO NEW
BUILDING DOWNPIPES AS PER
HYDRAULIC, DRAWINGS

 

q 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

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

DS

i
Client

NOOSA COUNCIL

—.—

a
title

STORMWATER DRAINAGE PLAN

i)
——_—_——————————————————

LOT 102 on SP236518

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

 

5 0 5 10 15 20 25m
ee 1500
SCALE BEFORE REDUCTION (A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
‘THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
—

 

 

 

 

 

200% RIVER STONE VEE
CHANNEL 1.0 WIDE 0.1 DEEP
OVER GEOTEXTILE

 

 

~.
SS
SS

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | DRAINAGE ADDITIONS 08/15
C |_SWALE CHANGES 09/15
NY /
FILES

 

COMPUTER DIRECTORY
X:\JOBS\CT\...

FOR TENDER

Sheet 10 of 12 sheets
drawing number

1303-19

date SEPT 2015