Attachment 5 Arbourcultural Assessment

 

IMAGES

Tree Solutions Australia P/L

 

UNITY WATER
MAINTENANCE HOLE
ASSET: 2665943,

S.L:25.23m
HE 23.35m,

 

  

 

SEWER BRIDGING
FOOTING FBI.

 

 

 

    
   
    
 

 

  

PROPOSED FUTURE
EXTENSION

   

PROPOSED LANDSCAPE DECK

 

se

 

 

   

 

 

 

 

PROPOSED NEW BOUNDARY

MTV) RETAINING WALL WITH 1m.
TIMBER PALING FENCE.

 

 

 

  
 
 

NOTE:

[THE BUILDER SHALL ALLOW FOR CUT & REMOVAL
OF ALL ENCROACHING TREE ROOTS TO FACILITATE
[BORED PIER FOOTINGS,

 

 

NEW CONCRETE SLEEPER
RETAINING WALL WITH Im

 

 
  
  
 

 

  
 

 

 

} [UNITY WATER

183 [powncraen

\ % | MAINTENANCE HOLE.
Be fearouss
see

 

 

 

 

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FROPOSID ANREP DEE ~ \ VE
s . Oe +
a c— a ~~ \ & 2
> Los — . Ny iw
NENENENE SS = —_ . ~ pl 5
INES ES a
: st

Ze Eyshub a nde ovetong ; swimingPoot

 

 

 

  

EXISTING MASONRY FENCE
TO BE DEMOLISHED AND
HAVE NEW TIMBER FENCE
WITH GATES BY BUILOER,

 

 

RETAINING WALL LAYOUT PLAN 1:100 @ a3

‘ALL DIMENSIONS AND REDUCED LEVELS MUST BE VERIFIED ON-SITE PRIOR TO EXCAVATIONS.

 

FOOTING LEGEND:

SITE & RETAINING WALL NOTES:

 

 

MARK

DESCRIPTION

a.
2

 

RWI

(8450 x 2000d BORED PIER FOOTING
‘1BOOHT SLEEPER WALL MAX.
150 UC 23.4 [email protected]?

(9600 x 2600 BORED PIER FOOTING
2240OHT SLEEPER WALL MAX.
150 UC 30.0 SOLDIERS @1550ers.

 

{0600 x 3000d BORED PIER FOOTING
PRE-CAST PANEL WALL 2400HT MAX.
SEWER BRIDGING RW.

200 UC 46.2 [email protected]

 

 

'350w X 400d B.C.
‘SEWER BRIDGING FOOTING BEAM

 

 

 

EXISTING BOUNDARIES ARE SHOWN INDICATIVE ONLY.
EXISTING SEWER ALIGNMENT IS APPROXIMATE ONLY
[AND REQUIRES ON-SITE VERIFICATION PRIOR TO
UNDERTAKING ANY EXCAVATION WORKS.

ALL LEVELS HAVE BEEN DERIVED BASED ON UNITY
WATER MAINTENANCE HOLE SURFACE LEVEL DATA.
TRANSPOSED FROM BUILDERS ON-SITE LEVEL DATUM
(ON POOL SHELL COPING BEAM,

[ASITE TOPOGRAPHIC DETAIL SURVEY SHALL BE
UNDERTAKEN TO VERIFY ALL DESIGN LEVELS IN AHD
RIOR TO UNDERTAKING SITE WORKS,

‘ALLOW TO CONSULT WITH ENGINEER AFTER SURVEY
‘TO VERIFY CURRENT STRUCTURAL DESIGN.

BUILDER SHALL ALLOW FOR TEMPORARY CUT BATTER
SHORING WHERE NECESSARY.

SITE CONTOURS HAVE BEEN DERIVED FROM NOOSA
SHIRE COUNCIL INTERACTIVE MAPPING AND ARE
INTENDED AS A GUIDE ONLY ALLOW TO CONFIRM ALL
LEVELS ON SITE PRIOR TO UNDERTAKING
EXCAVATIONS.

ENSURE RW BACKFILL IS FULLY DRAINED.

BASES OF ALL EXCAVATIONS MUST BE FREE OF LOOSE
MATERIAL AND WATER PRIOR TO CONCRETE
PLACEMENT.

 

 

 

DRAWING SCALE uno

 

     

 

 

 

 

 

 

 

 

 

DESCRIPTION BY [HKD JORAWING DETAILS

a FOR CONSTRUCTION te | va [orsign tr
forawn |i
[cHecK BY _|_KA
foate [oct 2070
FOR CONSTRUCTION

 

 

 

 

   
 

 

wwvw.structuraline.com
ph: 0478 009468
€ [email protected]

LS Robo

 

     
   
   
   
 

 

10 Surfside Ct. Sunshine Beach — March, 2025

‘Structuraline Consulting Engineers]
Lincoln Roberts - crtng, tn, nea 7393

PROPOSED BOUNDARY RETAINING WALL & LANDSCAPING | PROJECT No:
AT: 10 SURFSIDE COURT, SUNSHINE BEACH
FOR: MR CHARLES MORT

 

 

ING TITLE:
RETAINING WALL LAYOUT PLAN 02

 

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