OPW Civil Plans RFI Response · OPW25/0057

 

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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

   

 

 

 

 

 

  

6/A - On Grade
Q = 187s
Q  =Ttls

S  =115%
Dy = 0.08m
Vo =2.95mis
_lov =023

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 
 
 

 
 
  
   
   
   
   
 

 

 

   

 

 

 

 

 

 

 

 

5/A - On Grade 2A On Grade

Q = 262Is Q = 245 Us \
4Q, = 141Ils 4IA- On Grade Q = 193Uls .

S$ =65% _ J Q  =275Ils S$ =65%

Dy =0.08m | fF - 71 Q — =228IIs Dey = 0.09m

Vo =2.55mis | wy? s Vo -=2.51mis .
[DV =0.24 : ? Di DV =0.23 . \ :
( s “lv \ N

7 - . \ \
- tN \

 

 

    

 

       

 

 

 

 

 

PROPOSED ROAD PAVEMENT

   

PROPOSED ROAD WIDENING

 

 

 

 

 

ee saree

 

PROPOSED CONCRETE FOOTPATH

Ca
Lo
Rr \. | PROPOSED CONCRETE DRIVEWAY &
a
KIL,

 

 

 

4IH - Sag
Q = 589ls
Q = 186ls

Dogs = 0.30m (at pit)

  
 
  

  
 

= 381 Ils

9}Q, = 43s 7 . “9 2 - > v BIORETENTION BASIN FILTER SURFACE

 

 

  

 

 

 

  

 

LANDSCAPE BUFFER REFER LANDSCAPE
PLANS FOR DETAILS

. PROPOSED STORMWATER DRAINAGE
\ < —_—— ——— __ EXISTING STORMWATER DRAINAGE

 

  

— + — _ INTERFACE / CHANGE OF GRADE
EXISTING SITE BOUNDARY
10 DESIGN SURFACE CONTOURS.
- (250mm INTERVALS)

EXISTING SURFACE CONTOURS
(250mm INTERVALS)

 

 

 

 

 

  

 

 

 

‘ Code Description
Cf Q Approach Flow
So Qe, /\ Q, Bypass Flow
a s Longitudinal Slope
Dy Flow Depth (from invert of kerb)
( sans Ponding Depth
J Vv Velocity
DV Depth x Velocity product

 

 

 

 

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,

1500 (A3) 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.

Drawing title - Proect- PROPOSED 1 INTO 3 Site - ProjectNo. 233467 Sheet No. C301

Design- SK Drawn- SK DEVELOPMENT ital Ref; SHSTORMATER OTD
Scales. AS SHOWN [TRIOS | RF STORMWATER AVENONENTS % DO covey SHANE. RYNNE BEng GradDigfunting MIEAust,RPEQ—26097 STORMWATER Q100 FLOW PLAN ea LAKE MACDONALD DRIVE, Digital Ret: GSLs ; C

 

& & &

40m
50m

ey SCALE 1:750 (A1)

 

 

Checked CT Aoproved

 

 

 

 

 

 

 

 

 

 

 

“w082025 | UPDATED LOTLAYOUT % COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client- ~~ NOOSA COUNCIL This Document is copyright and shall not be copied
7 | anoa02e ORIGINAL ISSUE ABN 59 137 305 962 POBOX 16 without written approval, nor shall it be used except

Document Stage - APPROVAL - (07) 5443 77 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
©: fal weyTOPWiUncontroledic30T STORMWATER UT0U FLOW PLAN dwg Plot 4 July 2025 - 5:07 PM