Approved Plans - OPW24/0151 (As published)

 

 

 

NOTE:

ALL EARTHWORKS MUST BE CERTIFIED
BY TECTONIC GEOTECHNICAL &
ENVIRONMENTAL ENGINEERS PTY LTD

1.00 O7%

TURF TOP 1m OF BATTER
OVER 75 TOPSOIL

GRASS SEED BATTER
OVER 75 TOPSOIL

MIN. CBR6 FILL. BENCH SIDE
SLOPE WITH 300mm STEPS
PER GEOTECHNICAL REPORT.
ALL EARTHWORKS MUST BE
CERTIFIED BY TECTONIC
GEOTECHNICAL &
ENVIRONMENTAL ENGINEERS
PTY LID

N12 TRIMMER EACH EDGE 50
CLEAR, MIN. 500 LAP

 
     
 
  

 

 

 

 

 

 

 

foesicn priveway ci

   
 
 
 
 
 
 
 
 
  
 
 
 
 
 
   
 
 
 
 
 
 
 
  
  
  
 
    
  
  
    
 
 
 
 
  
 
 

   

 

 

+n

 

  
 
 
 
 
 
 
 

 

 

L82 MESH, 50 CLEAR

75 THICK CBR1S GRAVEL WHERE
ao SUBGRADE/FILL MATERIAL IS LESS THAN CBR6

  
     

1m WIDE ROCK-LINED
VEE DRAIN ALONG
SOUTHEAST EDGE, $150
ROCK, 250 THICK OVER
A14 GEOFABRIC

  

 

 

 

 

 

 

 

TYPICAL CONCRETE DRIVEWAY SECTION
0 0.5 1 1.5m

Scale 1:25 @A1

 

COLOURBOND FENCE MEETING THE FOLLOWING
REQUIREMENTS AND MANUFACTURERS
SPECIFICATIONS:

eMIN. 1.5m HIGH

DOG PROOF

CONSTRUCTED OF FIREPROOF MATERIALS

 

 

 

SDJ
DEJ
ET

SAWN DOWELLED JOINT PER DETAIL ON SHEET 2251-103
DOWELLED EXPANSION JOINT PER DETAIL ON SHEET 2251-103
EDGE THICKENING PER DETAIL ON SHEET 2251-103

1.5m MIN.

   

SLAB THICKNESS

SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN
CONCRETE HAS HARDENED SUCH THAT IT WILL
NOT BE DAMAGED BY THE BLADE OF A SOFT CUT
SAW (2 TO 4 HOURS AFTER LAST TROWEL).

 

 

 

 

 

|-———— CUT OUT EVERY SECOND WIRE
DIRECTLY UNDER JOINT AND
DEPRESS FABRIC LOCALLY

 

 

 

75 TYPE 25
(CBR15) BASE DANLEY CRACK IN DUCER UNDER SAW CUT

SAWN JOINT (CJ)
SCALE NTS

 

 

FOOTING DETAIL AS
; SPECIFIED BY
MANUFACTURER |

 

 

 

 

 

 

 

 

EASEMENT DRIVEWAY SETOUT
PT | NORTHING EASTING LEVEL DESC

 

TYPICAL VEGETATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
 
  
  
  
  
 
 

 

 

CONVENANT FENCE DETAIL x . 1 | 1098.360 | 1959.379 | 201.465 | EDGE OF CONC
SCALE NTS ene SS OAS 2 | 1098384 | 1959.78 | 201.425 | EDGE OF CONC

= = = 3 | 1101189 | 1960494 | 201.165 | EDGE OF CONC

“NOOSA COUNCIL 4 | 1103665 | 1963.029 | 200.656 | EDGE OF CONC

APPROVED PLANS 5 | 1105725 | 1966.058 | 199.872 | EDGE OF CONC

OPW24/0151 2 JANUARY 2025 6 | 1110606 | 1970512 | 198.414 | EDGE OF CONC

~~ pisconTINUE FABRIC 75mm FROM 7 | 1120442 | 1976834 | 195.498 | EDGE OF CONC

EDGE AND PLACE 1/N12 TRIMMER 8 | 1130585 | 1983353 | 192.491 | EDGE OF CONC

BAR, LAP 300, WITH N12 L BAR AT SEALANT 15 X10 9 | 1132207 | 1980.829 | 192.431 | EDGE OF CONC

 

__ CORNERS WITH 500 LEGS 10mm ABELFLEX TO

DEPTH OF JOINT 10 | 1122.064 1974.310 | 195.438 | EDGE OF CONC
11 | 1112.228 1967.988 | 198.354 | EDGE OF CONC
12 | 1108.432 1962.602 | 200.292 | EDGE OF CONC
13 | 1108.155 1961.376 | 200.604 | EDGE OF CONC
14 | 1109.865 1958.975 | 200.773 | EDGE OF CONC
15 | 1109.837 1958.629 | 200.750 | EDGE OF CONC
16 | 105.836 1958.780 | 201.045 | CENTRELINE
17 | 1105.943 1960.114 | 200.951 | _CENTRELINE
‘DANLEY’ 10mm HD GALV. DIAMOND «=| 18 | 1105.957 1960.275 | 200.941 | CENTRELINE
DOWELS AND SLEEVES @ 450 CRS 19 | 1106.326 1962.305 | 200.580 | CENTRELINE
PLACED CENTRALLY WITHIN SLAB

20 | 1111.417 1969.250 | 198.384 | CENTRELINE

 

 

 

 

7S TYPE 2.5
(CBR15) BASE

 

 

 

 
   
    

R10 TIES AT 600 CRS

  
 
 

 

 
 

\
\

   
  
 

 

ETAIL KLAN
\, N,

DETAIL PLAN.

‘ ~N
PLACE ABLEFLEX AG
CONC, NEW EX AGAINST Ex,

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

~ 3F11TM
REO 50 CLEAR he 4 KEYWAY JOINT (KW) 21 | 1121.253 1975.572 | 195.468 | _CENTRELINE
_ SCALE NTS 22 | 1131.396 1982.091 | 192.461 | CENTRELINE
s 7 ‘SHEET No. INSET REVISION
Callaghan & Toth CUENT: OMEN ATE DATUM DRIVEWAY DESIGN Or, B
Civil, Environmental & Hydraulic Engineers
116/90 COODCHAP STREET NOOSAVILLE M. RAVEANE aE oe B [10/24 REVISED FOR APPROVAL MP MP ADT 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG SER At
: ZONE 56 ‘A [08/24 [FOR APPROVAL MP MP ADT
Ph: 54749081 www.callaghanandtoth.com. 2251-103
inn = INDEX| DATE [REVISIONS DRAWN __|CHECKED _ | APPROVED SETOUT AND DETAILS PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23344346
Version: 3, Version Date: 08/01/2028