SCG 31131-OPW-2022.05.19-Issue 2.pdf

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 WM
WM




                             Issue:




                                                      Unit 1/11 Project Ave,
                                                      Noosa Heads
                                                      Ph (07) 5455 5604




                             DEBUILD T/A
                                                      email:[email protected]
                                                      web:www.scg-engineers.com
                                                      ABN 40 098 481 899




                                 Title:




                                Project




                                Date:       Drawn                Design

                                 Checked:   Drg No.                        Rev.




           Rev. - 10.06.16


[OCR of page images]
 

DRAWING SIZE — Al

   
   
   
   
      
 
   
   

SUB-CATCHMENT B TO DRAIN VIA
DETENTION AND BIO-RETENTION BED AND
EXISTING INTER-ALLOTMENT DRAINAGE
CONNECTION POINT

EXISTING SWALE FORMATION
RETAINS STORMWATER SURFACE
RUNOFF WITHIN THE SITE

EXISTING INTER-ALLOTMENT
DRAIN CONNECTION POINT
INCLUDING GRATED INLET PIT

        
    

 

----4

EXISTING BUNDING ALONG
REAR BOUNDARIES RETAIN
STORMWATER SURFACE
RUNOFF TO WITHIN THE
SITE

SUB-CATCHMENT A TO DRAIN
TO NOOSA EUMUNDI ROAD VIA

TH303
KERB CONNECTORS Ui.

SUB-CATCHMENT_ AREAS
AREA A: 1100m?
AREA B. : 3040m?

YL
YLLILLLLL LL LLL LL

Lisa EXISTING CATCHMENT AREAS
4 EXISTING SITE : 4148m?

| | EXISTING INTER ALLOTMENT
| DRAIN WITHIN EASEMENT A
|
° -! ~! | 20.1m | 116.9m 418.5m kyz.0m
NEIGHBOURING SITE CONTAINS AND DRAINS
SITE PLAN — PROPOSED STORMWATER CATCHMENT AREAS SITE PLAN ~ EXISTING STORMWATER CATCHMENT AREAS TO WTHIN STE AND VA WTER ALLOTE
Scale 1: 400

 

 

TO WITHIN SITE AND VIA INTER ALLOTMENT
Scale 1: 400 DRAIN WITHIN EASEMENT A

EXISTING COUNCIL STORMWATER
INFRASTRUCTURE ASSESSED

     
    

x oo
2
Ge-) KERB INLET

 

 

 

 

gw? GRATED PIT
SL 6.29
ee = = 5 "
35.20 4500 M113 4500 | 8 MB
MANHOLE ae lng 76
HEADLAND DRIVE SL 9.52 [s

An
jh v2.ayf MANHOLE

; S Mn ook SL 8.34
oe ( dng is >

87/79RP71151

   
     
     
  
  

P INTER ALLOT
GRATED PIT

ALLOT
oP

  

“OM,

 

 

 

 

 

 

 

 

 

 

LEVELS BY DAVID LAU SURVEY'S Issue:
'  9/97SP106085 FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING
SITE PLAN — COUNCIL INFRASTRUCTURE SURVEY

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
Scale 1: 500 the written permission of SCG Consulting Engineers.

 

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| Revision | Description Date
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Unit 1/11 Project Ave,
ff “ Noosa Heads
| Ph (07) 5455 5604

CONSULTING email:[email protected]
web:www.scg-engineers.com
ENGINEERS few 9

DEBUILD T/A

SITE PLAN — LOCALITY COUNCIL INFRASTRUCTURE PLAN THIS PLAN TO BE READ IN CONJUNCTION WITH

 

Title:
Scale 1: 500 SCG CONSULTING ENGINEERS STORMWATER

STORMWATER DRAINAGE
MANAGEMENT REPORT 31131(SWM) SUB—CATCHMENT PLANS
www.dialbeforeyoudig.com.au

DIAL1100 ma

89-93 Eumundi Noosa Rd,
NOOSAVILLE
BEFORE YOU DIG

 

 

 

 

 

 

 

Date: Apri 22 Drawn SR Design

Checked: Drg No.
SRicadson |) | O1131 -SW1.3

 

 

SR

Rev.
.

 

 

Rev,- 10.06.16