SCG 31131-Civil Issue 6-2022.03.09.pdf

     .26
  15
 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

       
    

 

 

 

EXISTING BUNDING ALONG

REAR BOUNDARIES RETAIN

STORMWATER SURFACE

RUNOFF TO WITHIN THE
SITE

SUB-CATCHMENT A TO DRAIN

TO NOOSA EUMUNDI ROAD VIA

KERB CONNECTORS

ea hy 18.am EXISTING CATCHMENT AREAS
SUB-CATCHMENT AREAS a tian | EXISTING SITE: 4148m?
LL AREA A: 1100m? PNO\ 0 FSi 3m
Ussssssssiss AREAB : 3040m? 14.70 | 14.7 ———
: KX artes
115.9% \7 “PON *
| ‘59h res 185

EXISTING INTER ALLOTMENT
DRAIN WITHIN EASEMENT A

j
| | |
&16.9m %18.5m *17.0m

SITE PLAN — PROPOSED STORMWATER CATCHMENT AREAS SITE PLAN — EXISTING STORMWATER CATCHMENT AREAS 10 THN SHE AND WA-NTER ALLOTMENT
Scale 1: 400 Scale 1: 400 DRAIN WITHIN EASEMENT A

NEIGHBOURING SITE CONTAINS AND DRAINS

EXISTING COUNCIL STORMWATER
INFRASTRUCTURE ASSESSED

    
   
    
 

x oo
2
Ge-) KERB INLET

er? GRATED PIT
SL 6.29

35.20 4508 M143 4500
HEADLAND DRIVE

 

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MANHOLE
SL 9.52

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MANHOLE
SL 834 /  o%

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87/79RP71151

   
     
     
  
  

P INTER ALLOT
GRATED PIT

ALLOT
oP

  

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

 

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DO NOT SCALE FROM THIS DRAWING
SITE PLAN — COUNCIL INFRASTRUCTURE SURVEY he inn sede nid ond oe

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
1

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email:[email protected]

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

 

 

 

Title:
SITE PLAN — LOCALITY COUNCIL INFRASTRUCTURE PLAN BS aa eo conc 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: May nA Drawn SR Design

 

 

 

 

 

 

 

SR

 

 

 

Checked: Drg No. Rev.
Schorr |) OT1S1 -SW1.3) -

Rev,- 10.06.16