Attachment 1 - Amended Plans

 

 

DRAWING SIZE - A2

 

HEIGHT DATUM

LOT 83 ON N 21847
Level Datum AHD
Level Origin PSM4QQ81, RL 2.206m:

Survey information provided by
Noosa Coolosla Lond Surveys

 

 

 

900(W) GEO-FABRIC SILT FENCE,
FIXED 10 SPIKES AND BURIED moon
300 INTO STABLE GROUND.

   
    

1200{L) 60 $0. HOW)
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.

NOTE:

THIS PLAN.

 
 
 
 

NOTE:

NOTE:
LOCAL AND STATE AUTHORITIES PRIOR TO

 

ALL SITE BOUNDARY'S AND QUAY LINE TO BE LOCATED
AND CONFIRMED BY A PROFESSIONAL SURVEYOR ON
SITE PRIOR TO WORKS COMMENCING, ENGINEER TO BE
NOTIFIED OF ANY VARIATION TO DIMENSIONS SHOWN ON

 
 
 

ALL CONSTRUCTION WTHIN THE NOOSA INLET (CANAL)
TO BE IN ACCORDANCE WITH THE WATER COURSE
WORKS CODE AND SCHEDULE 3 OF THE COASTAL
PROTECTION AND MANAGEMENT REGULATION 2017,

BUILDER TO VERIFY ALL SET OUT REQUIREMENTS FROM

CONSTRUCTION, ON SITE SET BACKS AND JETTY
POSITIONS TO BE SET OUT BY LICENCE SURVEYOR

NOTE:
1

a ,
UZ \, | 4
\ MOSSMAN COURT j .

\ , 5,
oh 6

  
 
 
 
 
 
  

Ne
/ Ox Y's ON
7 ” .
/ ™~, en is ? NY
SILT RETENTION. , ~ 06 5 we §
THE CONTRACTOR 1S TO INSTALL APPROVED / Tig. 5555 298 NY Lot 81
SILT RETENTION FENCES PRIOR TO Lot 84 , Jo Sg (e sot a8" “\N
COMMENCING ANY EARTHWORKS. THE FENCE 0 ye 945 N
1S TO BE CONSTRUCTED ALONG THE / \ .
LOWEST BOUNDARY AND RETURNED UP SIDE ’ \ NY
BOUNDARIES TO ENSURE FULL, STORMWATER / Sy
ENTRAPMENT, SURFACE RUNOFF FROM 7 \ ym
WITHIN THE ALLLOTWENT MUST DRAWN \ eS
TOWARDS THE FENCE AND SHALL NOT 7 7 oP
ENTER NIEGHBOURING ALLOTNENTS , \ ~N
THROUGH THE USE OF SURFACE BUNDING 8 /o \ .
OR SCOUR PROTECTED DRANS. THE FENCE Ae \
MUST REMAN WN PLACE UNTIL SUCH THE v 7 ’ .
THAT FINISHED LANDSCAPING AND ‘5 \ \
DRAINAGE MEASURES ARE INSTALLED, / Lot 83 \ ~~
EXISTING , 37 Mossmon Court, \ Lot 82
N CONCRETE STEPS. / Nooso Heads mn 35 Mossman Court,
N TO BE REMOVED =,’ Area 660,58m2 B\2 Noosa Heads
5 Jf N 21847 lh Aveo 653,35m2
NN PARISH WEYBA “1 N 21847
. COUNTY MARCH a PARISH WEYBA
N COUNTY MARCH

INDICATES SILT FENCING
DURING DEMOUTION WORKS
ABOVE THE HIGH TIDE MARK.
NO DEBRIS OR DUST TO

EXISTING MASONRY RETAINING
WALLS AND LANDSCAPING TO

   

\ EXISTING MASONRY RETAINING

    
  
  

     

      
    
 

ENTER THE WATER WAY. BE REMOVED, \ exstwe ALS AX LAIOSCAPNG 1
CONCRETE RAMP ‘ “yr.
\ 70 BE REMOVED “EXISTING JETTY

TORE REMOVED

 
 

EXISTING CONCRETE
REVETMENT WALL 10 BE
REMOVED.

 
   
  
 
 

  
 

ADMISTING ETTY/
70 BE REMOVED

  
 

EXISTING CONCRETE
REVETMENT WALL TO BE
REMOVED,

    

  
 
  
   
     
 
 

     

 
  

  

     

 

UNLESS NOTEO OTHERWISE ALL TIMBER SHALL BE DURABIUTY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min.

UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WTH THE
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY = “BUILDING
AND ENGINEERING STANDAROS FOR TIDAL WORKS.”

ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S316. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL.

TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.

OIMENSIONS AND LEVELS SHALL NOT GE SCALED FROM THESE DRAWINGS.

ALL WORKS TO BE IN ACCORDANCE WITH AS4997~2005, AS4678~2002,
AS1170.0~2002, THE NOOSA TOWN DIMSION 21 - WATER COARSE WORKS
CODE, AND THE NOOSA PLANNING SCHEME POLICY 4 (DOMESTIC MARINE
USES OUTSIDE OF THE NOOSA ESTATE),

‘ ENSTING ROCK WALL AND
/ LANDSCAPING TO BE REMOVED
. AND RE. SHAPED 10 FORN
EXISTING BANK PROFLE
LEVELS AND TO ACCOMMODATE
NEW JETTY,

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

ENISTING ROCK WALL AND \g ee THIS DRAWING AND ASSOCIATED DETAILS
TPES z me \ 3 ance MUST BE READ IN CONJUNCTION WITH THE
\ eet :
BSTNG BAM PROFLE \e oats a nab NOTES CONTAINED ON 30153-N,
A eeeoen
NEW JETTY, - C A
A EXISTING REVETMENT WALL | 16.09.2020
Om Guay pene Revision | Description Date
uf seem,
“ Issue:
FOR APPROVAL
om wagers
Ph (07) 5455 5604
. ‘emad admin Qeoq-enginears.com
SITE DEMOLITION PLAN Nee?) GI BREE
Title: Sj iti
Scale 1:200 Checked: ite: Site Demolition Plan
RPEQ 5835
S Richardson Project Lot 83 Mossman Court
Noosa Heads
012345

m1:200 @ AS

 

|| date: June 2020 | Org No. 30153- 1

 

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