Appendix A - Engineering Design Plans - 1 of 2 · OPW25/0057

 

 

  
 
 
 
 
 
  
 
      
 
 
     
    
    
 
     
        

   

 

 

 

 

   
    

        

 
 
    

  

       

   

         

 

     
   
  
 

 
  
 

 

 

    
    
    

 

 

 

 

 

  
    
  
  

 

 

we 4 IT IS THE RESPONSIBILITY OF THE
& 140 119 109 2 \ CONTRACTOR TO CONTACT THE RELEVANT
\ x ee Be INS AUTHORITIES TO CONFIRM THE LOCATION OF
aS xe Wy @ ay ALL EXISTING SERVICES PRIOR TO THE
5 \ s au Sa COMMENCEMENT OF EXCAVATION
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7, 2 iV - . (TYPE B
BUND/DIP ae FO pee ( )
- a 2
CEE Seb fh Clare
~~~ EPINNEDCOIRLOGSTOSLOW FLOW x e
~--&-_—_ UNTIL TURF HAS ESTABLISHED
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CATCHMENT 1 Zee 2 Doe. S 1 \ PINNED CORLOGS OR ROCK
em am a aL ems ‘| CATCHMENT 2
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=a wae wa aoe eM eH : 1Aha Ly % <
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~ -—_F PINNED COIR LOGS TO SLOW FLOW) cee
~~ | UNTILTURFHASESTABLISHED = | 56016
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LEGEND

 

 

 
    
 

PERMANENT
ROCK PITCHED
SWALE DRAIN

EXTENT OF EARTHWORKS FILL

Gl TEMPORARY SEDIMENT TRAP

INDICATIVE NO-GO EXCLUSION FENCING TO EXTENT OF

L EXTENT OF EARTHWORKS CUT

    

 

   
  
 
     

DIRECT CLEAN WATER TO

  
   

 

  
 
   
   
      
  

EXISTING 0375 3 Nf we a News NGS WORKS (EXTENT TO BE CONFIRMED BY SUPERINTENDENT)
STORMWATER CULVERT 2// 5
2 7 COOROY CEMETERY &= DIRTY WATER FLOW DIRECTION
{01 &- CLEAN WATER FLOW DIRECTION

MCH655
SS

 

 

COIR LOGS, PINNED, TO SLOW FLOW

ORDER OF WORKS (AS APPLICABLE)

1, SITE ESTABLISHMENT
a) ENTRYWAY 8 ROCK CHECK DAM
b) SITE OFFICE - LOCATION AT DISCRETION OF CONTRACTOR (

INLET PROTECTION
2, _ ESTABLISH EXCLUSION / NO-GO ZONE AREAS & FENCING
3. INSTALL SEDIMENT FENCING == 5 === 8 === PROPOSED CLEAN WATER DIVERSION BUND
4, _ INSTALL CLEAN & DIRTY WATER DIVERSION DRAINS —— 8 —— 8 —— PROPOSED DIRTY WATER DIVERSION BUND

—= SF summmn SF sm PROPOSED SEDIMENT FENCING
0 EXISTING SURFACE CONTOURS (0.25m INTERVALS)

5. _ INSTALL PIPEWORK & UNDERGROUND SERVICES
6. CONSTRUCT ROADS AND DRIVEWAYS

7. ALL RUNOFF TO BE DIRECTED TO APPROVED INTERIM SEDIMENT
BASIN FOR CAPTURE AND TREATMENT PRIOR TO DISCHARGE 5 5 5 Check Site boundary dimensions from the Title plans
s = g 3 Check Building Boundary clearances by set out

8, LOTS TO BE PROGRESSIVELY STABILISED WITH HYDROMULCH OR —_—_ Notwithstanding the information supplied on this drawing,

the location, depth and extent of und id
DRILL SEEDED WITH PERENNIAL AND ANNUAL GRASS SPECIES SCALE 1:500 (At) -1:1000 (A3) overhead serviees are to be confirmed and protected on

site by the contractor prior to commencement of works.

 

 

 

 

 

 

 

Check all dimensions before commencement of work.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AY od a
Checked - CT Pproves Drawing title - Project- PROPOSED 1 INTO 3 Site - Project No.233467 SheetNo. C141
Design sk __Drawn St _ rans ror z cove EROSION & SEDIMENT CONTROL DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digtal Ret SEEN osu: D
Scales - AS SHOWN ns x Covey associates pryiTo —t2¢puportHavenue | PLAN - PHASE 2 Client- NOOSA COUNCIL COOROY This Document is copyright and shall not be copjed
| aan203 | PRELIMINARY ISSUE me ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
\Qocument Stage- APPROVAL = - (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified
IssueDate Description By [email protected]
CitzdS Wala 12DSERVERI2I0407 2007 DW CoveyOPWUnconiroledic 141 EROSION & SEDIMENT CONTROL PLi EET Z dwg Plot 25 March 2025 - 5:27 PM