07/2238 - Response to Information Request [As Published] · 132007.2238

 

 

 

 

 

 

 

 

 

      
  
  
  
 
  
 
 
 
  
 
 
 
    
   
 
 
 
  
  

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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STRUCTURE DESIGN CRITERIA
PROPOSED STRUCTURE TYPE PROPOSED STEEL MONOPOLE
PROPOSED HEADFRAME TYPE TELSTRA 33 A
A MODULAR HEADFRAME
PROPOSED ANTENNAS
Tye ORIENTATION | HEIGHTS In) | “PROX FEEDER
2x CPR3IER 4° (T) 25.4m 30m
2x CPK3UIR 120° (1) 25.8 3em EL. 25.4m
2x CPR3IER 2a0 (1) 25.40 3am TOP OF MONOPOLE
1. MINOR VARIATIONS IN ANTENNA & HUT “a6.0m a
DIMENSIONS MAY OCCUR. ~¢ PROPOSED 6No. CPX310R
2. THE OVERALL HEIGHT OF THE POLE, TELSTRA PANEL ANTENNAS
HEADFRAME ANO ANTENNAS SHOULD NOT EXCEEO
27mIABOVE THE TOP OF THE FOUNDATION.
PROPOSED TELSTRA 25m
J3 STEEL POLE
B \ B
PROPOSED TELSTRA FEEDERS
TO RUN INSIDE POLE
Cc Cc
J NY
__} iY
D D
PROPOSED TELSTRA
300mmWIDE CABLE TRAY
PROPOSED TELSTRA ICS MLIS3.1
PROPOSED MANPROOF FENCE LOW IMPACT HUT
E E
\ 0.0m
GROUND LEVEL
L_ — — _ _| |_| |_|.=—~— PROPOSED FOOTING DESIGN TO
EASTERN ELEVATION BE CONFIRMED UPON RECEIPT OF
EAVELAIN ELE VATININ GEOTECHNICAL INVESTIGATION
00 NOT SCALE 1:100 REPORT. |
SCALE
SA! [PRELIMINARY
IN
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DOOQOOD branes a. 200d NOOSA SOUTH
LARKIN TEYS [st 18) 7 S239 1109 sw F
/ CONSULTING PTY LTD: -inefttartnteya.com.oe : SITE ELEVATION
Engineers |& Managera W: wew.tarkintsyacomeu + 4S
AAW Wake re | MELSOURME .
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