OPW1/0370 Operational Works Application for Prescribed Tidal Works · OPW14/0370

 

 

 

 

 

 

 

a a SURVEY STATION TABLE
=
POINT NO. TYPE EASTING NORTHING RL
9901 Screw 507130.415 7080612.705 1.361 REMOVE AND DISPOSE OF
9902 Screw 507112,546 7080596.835 1.097 EXISTING TRAFFIC ISLAND
9903 Nail 507148,161 7080610.099 .. 1.297 EXTENT AS SHOWN
9904 Nail 507142,783 7080834765 4.368
PSM 18419 506754.241 7080419.516 9s: 1.402 . es -
7 a" ~
REMOVE AND DISPOSE OF __ .
a EXISTING RAILING” °

  

  

EXISTING FEATURES PLAN

 

 

REMOVE AND DISPOSE OF
EXISTING CONCRETE PATHWAY
_ EXTENT AS SHOWN ___

 

Number 305
Gympie Tee

 

yt
Lot

RP 65319
SEDIMENTATION CONTROL

 

 

 

 

 

 

 

Number 307,
Gympie Tee.
Lott

RP 65319
REMOVE AND DISPOSE OF EXISTING
ASPHALT SPEED HUMP

 

REMOVE AND DISPOSE OF EXISTING
CONCRETE TRAFFIC ISLAND AND KERB.

RETURN EXISTING BIN TO COUNCIL DEPOT

 

 

REMOVE AND DISPOSE OF
EXISTING CONCRETE APRON
DECOMMISSION

ay

     

 

   

 
   
   
   
   
   
    
   
 
  

 

 

NOTE:

 

 

  

EX 300 DIA PIPEX

  
  

“

 

   
   
 
  
     

 

PHOTO 1 - EXISTING REVETMENT WALL AND PIE

   

RS

 

EXISTING FEATURES LEGEND

&P. E

E

 

TE Overhead Power Line and Pole

eR -—-a---—-1-—
EPTE

TE
}—or—or—or-—

Underground Telco Line and Pit
Overhead Telco Line and Pole

Underground Optic Fibre and Pit

Stormwater Pipeline & Pit ar M/H
Terrain, Bank or Drain Batter

 

K&C, channel, footpath, driveway
Rockwall or feature

vem men aoe —— Edge of bitumen road
maa oe moe = ————=_ ROad centreline

Building/structure face

 

‘ ’ Fence line
49999 Survey Control Station
RP ————aam Ke Existing RP Boundary

 

 

DEMOLISH EXISTING
i tn CONCRETE

Pred “77 EXISTING ROCK
GEE LT od “7 REVETMENT WALL

EXISTING OVERLAND
=> —> —— FLOW PATH

EXISTING CONCRETE
PIERS (TO REMAIN)

 

 

cot — -W- — -W- -~ Underground Water main & FH/SV

 

 

 

 

 

 

 

of 2 34S ENEGEX NOTE:
—— a 1, MAXIMUM DEPTH OF EXCAVATION ALLOWED AT THE BASE OF POLE 16941 iS 500mm
+400 @ MA SRS NO TREES TO BE REMOVED OR DAMAGED 2, FINISHED GROUND LEVEL AFTER WORKS ARE COMPLETED TO BE AT CURRENT
, NATURAL SURFACE LEVEL
3. MAINTAIN MINIMUM 500mm GAP BETWEEN THE POLE AND PROPOSED RAILING
E PSM PSM 18419 Project Numb
8 PLANNING INFRASTRUCTURE WILLIAM STREET, NOOSAVILLE SAAC
c AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS| PATHWAY, RAILING AND 0000009
Al B SURVEY [ALLEN CRAMPTON 7) Noosa Counc , -
aq DESIGN [WARAELUS 7 Com Sfrol erm om REVETMENT WALL REHABILITATION Drawing Sheet No.
7d, :TELEPHOHE: FAX:
Ry DATE REVISIONS REC. |APPR.| CHECKED |CRAIG ELDRIDGE cbg «| 14)/ a (on ss296s01 a7) sezeas01 EXISTIN G FEATURES 02 Rv._