RFI - Appendix A - Amended Civil Engineering Plans · RAL25/0004

 

 

    
      
  

 

 

 

 

 

 

 

 

 

 
 
 
      
     
  
   
       

      

     
    
   

    
   
   

     

 

 
 

 

     

 

 

 
 
  
    
 
       
  
     

 
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

   
        
  
    

  

 

  
    
  

 

 
  
   

  

 

 

 

 

   

    
   

 

 

  

 

 

 

 

  

 

  
   
 
 

  

 
 

          
 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ITIS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
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STORMWATER Swe A 109 By
FIELD INLET EXISTINGKERB = ——8 = |
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STABILISED SITE k 26 \ ee p 7 Serre ~ WEIR TO g
euTRY xT bilsg/ [Stree \/ [Cheek bans To SLOW FLOW = RESERVE
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VAAN 1 ROAD 1. NAS \ TREE LANE
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L PINNED COIR LOGS TO SLOW FLOW |
© UNTILTURF HAS ESTABLISHED =
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8 7) aves) og 5% aia bb CHECK DAMS TO SLOW FLOW > =]
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EXTENT OF EARTHWORKS CUT
IN fy PERMANENT EXTENT OF EARTHWORKS FILL
3 ROCK PITCHED
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& Ye eo) § SWALE DRAIN x LY TEMPORARY SEDIMENT TRAP
Se ltl ss 2 seas 1
Z i DIRECT CLEAN WATER TO iy 8 SP 118458 ws ' INDICATIVE NO-GO EXCLUSION FENCING TO EXTENT OF
oe Bs EXISTING 2375 2 Vie s — WORKS (EXTENT TO BE CONFIRMED BY SUPERINTENDENT)
| STORMWATER CULVERT [S/R Le = DIRTY WATER FLOW DIRECTION
COOROY CEMETERY
fot = CLEAN WATER FLOW DIRECTION
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§ .
2 eo ORDER OF WORKS (AS APPLICABLE) ' COIR LOGS, PINNED, TO SLOW FLOW
6 @//5 4, SITE ESTABLISHMENT
q be a) ENTRYWAY 8 ROCK CHECK DAM
Sy b) SITE OFFICE - LOCATION AT DISCRETION OF CONTRACTOR
g INLET PROTECTION
Fils Wy 2. ESTABLISH EXCLUSION / NO-GO ZONE AREAS & FENCING (
ta ba WI lig 3. _ INSTALL SEDIMENT FENCING — 5 ——= 5 == PROPOSED CLEAN WATER DIVERSION BUND
eo & x | 4, INSTALL CLEAN & DIRTY WATER DIVERSION DRAINS — b 5 == PROPOSED DIRTY WATER DIVERSION BUND
"| 8 & — sr ——= sr PROPOSED SEDIMENT FENCING
9 5. INSTALL PIPEWORK & UNDERGROUND SERVICES
40 EXISTING SURFACE CONTOURS (0.25m INTERVALS)
e AC) 6. CONSTRUCT ROADS AND DRIVEWAYS
& “\S\4 8
wy gy >
t 7. ALL RUNOFF TO BE DIRECTED TO APPROVED INTERIM SEDIMENT Check al dimensions before commencement of work
2 2 alla BASIN FOR CAPTURE AND TREATMENT PRIOR TO DISCHARGE « « = Check Site boundary dimensions from the Tile plans
=| ‘io q qn" hal Rr gy s es 8 3 ‘Check Building Boundary clearances by set out.
AVE PI “ xe 8. LOTS TO BE PROGRESSIVELY STABILISED WITH HYDROMULCH OR | i ; ' the supplied on this drawing,
= the location, depth and extent of _
P DRILL SEEDED WITH PERENNIAL AND ANNUAL GRASS SPECIES SCALE 1:500 (At) -1:1000 (A3) overhead servises are to be confemed and protected on
a site by the contractor prior to commencement of works
‘Approved
Checked - CT Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No.233467 SheetNo. C141
Design SK __Drawn - $k cove EROSION & SEDIMENT CONTROL HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digtal Ret = SEENEMESUOT Igsue:  C
© | rauazas | UPoaTeD LOT UNTOTT x
Scales - AS SHOWN  aaatiey | SUERTE PRO x COVEY ASSOCIATES PTYLTD ~—124UPorTH_ | PLAN - PHASE 2 Client- NOOSA COUNCIL COOROY This Document is copyright and shall not be copled
wana | PRELaRY BSUE x AVENUE without written approval, nor shall it be used excppt
Document Stage APPROVAL ABN 59 137 305 992 PO BOX 16 for the Development and the Site Specified.
issue Date Description By| (07) 5443 7777 MAROOCHYDORE QLD
CITES 7 NEVTOPWUTRCOATOTEATTAT EROSTON & SEDIMENT CONTROL PLAN SHEET ZG 75 Tot 19 Warch 2005 - 9:36 AM

 

 

 

 

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