OPW Civil Plans RFI Response · OPW25/0057

 

   
 
  
 
 
 
  
 
 
   

   
   

 

 

 

    

 

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SETTLING!

 

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

 

 

 

 

 

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PERMANENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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EXTENT OF EARTHWORKS FILL

 

 

 

 

  
 
 
        

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ly ROCK PITCHED 7
= SWALE DRAIN
eee |S ; WIJLILTI| TEMPORARY SEDIMENT TRAP
Z DIRECT CLEAN WATER TO 4 SP118458 ne Now. INDICATIVE NO-GO EXCLUSION FENCING TO EXTENT OF
we ¥ EXISTING 0375 2 Nik — WORKS (EXTENT TO BE CONFIRMED BY SUPERINTENDENT)
| & || STORMNATER CULVERT / ei) fi &- DIRTY WATER FLOW DIRECTION
| | 7 I COOROY CEMETERY &
IH 8 Gs 401 = CLEAN WATER FLOW DIRECTION
| MCH655 / ic
| v .
Ly ui All ORDER OF WORKS (AS APPLICABLE) i COIR LOGS, PINNED, TO SLOW FLOW
6 Tis //B y) 1, SITE ESTABLISHMENT
Ae e a) ENTRYWAY 8 ROCK CHECK DAM
is b) SITE OFFICE - LOCATION AT DISCRETION OF CONTRACTOR
2 « ( INLET PROTECTION
Fills g 2, _ ESTABLISH EXCLUSION / NO-GO ZONE AREAS & FENCING
ta be | | ig 3. INSTALL SEDIMENT FENCING — 8 —— 5 — PROPOSED CLEAN WATER DIVERSION BUND
oe! S17) rf LI 4. INSTALL CLEAN & DIRTY WATER DIVERSION DRAINS — 8 ——= B == PROPOSED DIRTY WATER DIVERSION BUND
x — sF —— sF — PROPOSED SEDIMENT FENCING
5, _ INSTALL PIPEWORK & UNDERGROUND SERVICES
10 EXISTING SURFACE CONTOURS (0.25m INTERVALS)
2 AC), 6. CONSTRUCT ROADS AND DRIVEWAYS
s a Ca 2
5 "| + & 7. ALL RUNOFF TO BE DIRECTED TO APPROVED INTERIM SEDIMENT Check al dimensions hefore commencement of work
2 2 alls BASIN FOR CAPTURE AND TREATMENT PRIOR TO DISCHARGE « « = Check Site boundary dimensions from the Tile plans
RA \\id |} |) FP AUR S 2 & & Check Building Boundary clearances by set out
A \\ = EN = xe 8. LOTS TO BE PROGRESSIVELY STABILISED WITH HYDROMULCH OR t ri } ; the supplied on this drawing,
& DRILL SEEDED WITH PERENNIAL AND ANNUAL GRASS SPECIES SCALE 1:500 (At) - 1:1000 (A3) Geedhead ssniten ae to be sonfvrned and praccted on
a site by the contractor prior to commencement of works.
Ay od
Checked - CT prove’ Drawing ttle - Project- PROPOSED 1 INTO 3 Site - Project No.233467 SheetNo. C141
Design- Sk ___Drawn - Sk = as aS ROE z cove EROSION & SEDIMENT CONTROL DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ret: reeensNe” ssue:
© | raaan0es | UPDATEDLOT AVOUT x
Scales - AS SHOWN = Tronomas | BouE FOR APPROVAL x COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE PLAN - PHASE 2 Client- NOOSA COUNCIL COOROY This Document is copyright and shall not be cop
a anaes Pa uany SUE x ABN 59 197 305 992 PO BOX 16 without written approval, nor shall it be used exc}
Document Stage- | APPROVAL - (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
IssueDate Description By [email protected]
c: fat wey OP WiUncontroledic 141 EROSION & SEDIMENT CONTROL PLAN SHEET Z.dwg

 

Jot 4 July 2025 - 5:06 PM

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