Consolidated Plans - OPW25 0057 (As Published) · OPW25/0057

 

 

 
 

Q,
Q,
Ss
Dav

v
—_{Dd'vV

 

  

6/A - On Grade

= 187 is
=71 lls
=11.5%
=0.08m
= 2.95m/s
= 0.23

 

 

 

 

 

 

 

  
 
 
 
 
   
  
 
   
   
     
   
 

~

 

IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION

 

 

 

 

 

 

 

 

 

 

 

 

 
 
  
 

5/A - On Grade
Q = 262Us
Ja, = 141s

 
 

 

[DV =0.24

s 65%
Dry = 009m |
Vo =2.55mis |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4IA- On Grade
Q = 275\s
Q  =228ls

 

 

 

 

 
 
 
 
   
    
 

 

2A On Grade
Q 245 Us
Q, = 193ls
S  =65%
Dey = 0.09m
Vo =251mis
DV =0.23

   

   

 

 

 

 

 

 

 

ae esac

   

 

 

 

4IH - Sag

 

 

 

 
  

Q = 589ls
Q = 186ls
Doing = 0.30m (at pit)

  

 

 

pond

 

 

 

 

   

= 381 Ils
=0Us

 

 

   
  
   

  
 
  

 

 

 

ENDORSED PLAN
OPW25/0057 “”

NOOSA COUNCIL
17 OCT 2025

 

 

 

 

  

 

 

 

 

ey SCALE 1:750 (A1)

 

 

 

 

 

=

 

 

     
  
  
 
 
 

 

 

 

 

PROPOSED ROAD PAVEMENT
PROPOSED ROAD WIDENING

PROPOSED CONCRETE FOOTPATH

PROPOSED CONCRETE DRIVEWAY &
CARPARKING

BIORETENTION BASIN FILTER SURFACE

LANDSCAPE BUFFER REFER LANDSCAPE
PLANS FOR DETAILS

PROPOSED STORMWATER DRAINAGE
EXISTING STORMWATER DRAINAGE
INTERFACE / CHANGE OF GRADE
EXISTING SITE BOUNDARY

DESIGN SURFACE CONTOURS.
(250mm INTERVALS)

EXISTING SURFACE CONTOURS
(250mm INTERVALS)

 

 

 

 

E

 

=

40m

1500 (A3)

 

Code Description

 

 

Q Approach Flow
Q, Bypass Flow
s Longitudinal Slope
av Flow Depth (from invert of kerb)
Ponding Depth

v Velocity
DV Depth x Velocity product

 

 

 

50m

Check all dimensions before commencement of work
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.

 

 

 

 

 

 

 

 

 

 

Document Set ID: 24237370
Version: 1, Version Date: 21/10/2025

 

 

 

 

 

 

 

@ covey

‘Approved

SHANE RYNNE BEng,GradDif
COVEY ASSOCIATES PTY LTD
ABN 59 137 305 992

(07) 5443 7777

 

[email protected]

 

lunEng,MlEAust,RPEQ—26097
124 DUPORTH AVENUE
PO BOX 16
MAROOCHYDORE QLD 4558

 

Drawing title -

STORMWATER Q100 FLOW PLAN

Site -

 

Project- PROPOSED 1 INTO 3
DEVELOPMENT
Clent- NOOSA COUNCIL

 

COOROY

 

62 LAKE MACDONALD DRIVE,

Project No. 233467 Sheet No. C301

Issue D

This Document is copyright and shall not be copied
without written approval, nor shall it be used except
for the Development and the Site Specified.

 

(C301 STORMWATER Q100

Digital Ref: fLoweaw

 

 

 

Checked- CT
Design- SK Drawn - SK | aoven0es | SSUE FOR CONSTRUGTON x
© | TO205 RF STORMWATER AENDWENTS 5K
Scales-_ AS SHOWN B | 14/03/2025 | UPDATED LOT LAYOUT Sk
A | enve2s [ORIGNAL ISSUE sk
Document Stage- © CONSTRUCTION
Issue Date Description By
raVOPMCOTTATE 5

 

Plot 4 September 2025 - 3:43 PM