Attachment B Engineering plans

 

north

     
 
   
      
 
 
  
  
 
  
  

 

 

EXISTING swelen TOP
RAIL

GROUND SLOPE

 

N20 EACH SIDE WELD TO WisteMesa
EACH CHS PILE AND EXTEND PLACED CENTRALLY —- WELDED TOP
wt 4,0m INTO CONCRETE SLAB ALLOVERROCKBASE = RL

GEOFABRIC BEHIND
200 x 75 HWD. WALERS

    
  
     
 
    

  

    
   
       
  

   

 

 

N20 EACH SIDE WELD TO
EACH CHS PILE AND EXTEND

4.0m INTO CONCRETE SLAB

 

 

“a

 

 

SITE TEMPORARY ACCESS PLAN

41809 UNREDUCED ATAS
125) UNREDUCED ATA

SITE TEMPORARY ACCESS :

   

ESTABLISH SITE SURVEY MONITORING
POINTS AND ISSUE SURVEY TO ENGINEER.
COMPLETE PRE CONSTRUCTION
INSPECTIONS AND DILAPIDATION REPORTS
FOR ADJACENT STRUCTURES, POOLS,

  
  

DISTURBED AREA

Mp

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WIRE OR peved teen
FENCES AND PATHS. STEEL MESH > See
GEOFABRIC BEHIND > m
249 DIA. x 827K. NIN 150 200275 HNO, WALERS'
Cs sTeeL CRUSHED ROCK: = GEOTEXTILE FILTER
SCREW PILES AT OVER 2 LAYERS | chou ru FABRIC
2.0m CRS. 5 BIDIMGEOFABRIC BENCH FILL SEDIMENT CONTROL :
& ZUNERS AS SEOIMENT PROVIDE SEDIMENT CONTROL TO THE BOUNDARIES
Ss BEAIGEOPABRKC, CONTROL FENCE BY WAY OF SEDIMENT FENCES.
2 FENCES TO BE ERECTED BEFORE COMMENCEMENT
IN GEOFABRIC AND EXISTING OF EARTHWORKS, AND SHALL BE MAINTAINED UNTIL
S00 x20; GRAVEL GROUND SLOPE — GRASS COVER AND LANDSCAPING IS ESTABLISHED.
DURING WORKS, ALL CONSTRUCTION RUBBISH TO BE
Temurriucjarc nee. see SEDIMENT CONTROL FENCE = S#heownivaiwrmoroan
‘OR SCREW PILES, AS STEEL SCREW PILES AT WOTTOSCAE
REQUIRED FORRETAINING — 2.0m CRS. >
HEIGHT OVER 2.5m,
TYPE SECTION THROUGH
TEMPORARY VEHICLE TURN-AROUND
NOT TO SCALE
COPYRIGHT © ‘Associated Consultants Client Drawn Verited Project Drawing Tite ‘Seale Sheat Size
recangeaaee UNIVERSAL TOD Aveness _|s.Geose__} PROPOSED RESIDENCE AT LOT 1,No71 | SITE TEMPORARY ACCESS |as SHOWN| At
agreerent betaes mu Designed Ver
Goran tsa n er PROPERTY COMPANY B. GEORGE s.prystupa _| SEAVIEW TERRACE, SUNSHINE BEACH PLAN AND DETAILS Drawing Number
ed eae edie eee ESTABLISHMENT. consulting engineers eo. oF pee 14517-OP04
—_ 29 . LOCAL AUTHORITY NOOSA
eee ee teers, |B [10.10.14] ISSUED FOR DA APPROVAL AY. cm: MARKUS HASLER. Sentra can sera eso 89 07 5 Date MCU APPROVAL HORWZ DATUM ° Sheet Revision
‘esued for consiucion’ the |_A__ [AUG 14] ISSUED FOR OP WORKS APPROVAL. | AV. expteagicerategen em con AUGUST 2014 | ROLAPPROVAL VERT DATUM AHD 4 of 10 B
even Getatetor Rev| Date [Revision Description Drawn sae LE ay Dew APPROVAL RL