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

         Civil, Environmental &
         Hydraulic Engineers




LEGEND


[OCR of page images]
 

 

 

 

BIORETENTION &
SWALE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Pa

 

 

 

 

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
PROPOSED TOP OF 1IN3 TO 1IN 4

LANDSCAPED BATTER
PROPOSED TOE OF BATTER ~

  

 
 

 

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
a] 837.316 | 1110.627 | 106.310 CORNER BIO BERM TOP
12 831.536 | 1114.113 | 106.310 CORNER BIO BERM TOP i
13 832.909 | 1114.453 | 105.710 CORNER BIO SAND 4
14 835.459 | 1114.083 | 106.010 |CONC EDGE LEVEL & PIT CENT 4
15 858.500 1101.899 | 106.150 SAND LEVEL SWALE CORNER 4
16 860.542 | 1099.305 | 106.190 SAND LEVEL SWALE END 4
7 846.700 | 1125.765 | 106.500 |CONC EDGE LEVEL & PIT CENT 4
18 836.257 | 1094.945 | 106.800 IL 300¢ PIPE OUTLET j
19 823.425 163.548 | 106.690 LIP LEVEL MID PIT oN
20 882.650 | 1100.216 222 CONC EDGE LEVEL & PIT CENT 10
2 886.059 | 1103.720 222 CONC EDGE LEVEL & PIT CENT oy
22 899.552 | 1097.935 222 CONC EDGE LEVEL & PIT CENT 7
23 925.309 | 1088.035 22? CONC EDGE LEVEL & PIT CENT _
A Qo |
~ Ke
4 (OR ory
LEGEND Q Tbe eS &

 

1.5sqm 2008 ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

 

VEE CHANNEL 1.0
WIDE 0.1 DEEP
OVER GEOTEXTILE

 

 

 

2006 RIVER STOKE]

 

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

 

 

 

 

  

N
IP19.139
20.000

 

 

2006

\\| WIDE
\ OVER

 

   

\\\ ]VEE_CHANNEL 1.0

IVER STONE

0.1 DEEP
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

 

 

XS 200% RIVER STONE

2 SS VEE CHANNEL 1.0
WIDE 0.1 DEEP

(OVER GEOTEXTILE

 

 

 

    
  
      
 
       
      

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.
—

 

 

 

 

 

 

 

 

 

CHANNEL 1.0 WIDE 0.1

200% RIVER STONE VEE

 

  
 
 

DEEP.

 

 

 

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

 

 

COMPUTER DIRECTORY

 

 

 

OVER GEOTEXTILE

 
 
    

X:\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 10 of 12 sheets

 

drawing number

 

1303-19

 

 

 

date JULY 2015