Plans - OPW24-0151 - 41 Tallowwod Pl, Balck Mountain · OPW24/0151

 

 

 

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

 

 

  

   

NOTE:

ALL EARTHWORKS MUST BE CERTIFIED

BY TECTONIC GEOTECHNICAL &

ENVIRONMENTAL ENGINEERS PTY LTD

LOT 36
RP897845

 

 

N12 TRIMMER EACH EDGE 50
CLEAR, MIN. 500 LAP

 

 

  
  
  

-foesicn priveway ci

+n

 

1.00

 

 

 

SUBGRADE/FILL MATERIAL IS LESS THAN CBR6

75 THICK CBR1S GRAVEL WHERE

 
 

 

 

1m WIDE ROCK-LINED
VEE DRAIN ALONG

SOUTHEAST EDGE, $150
ROCK, 250 THICK OVER
A14 GEOFABRIC

 

 

 

TYPICAL CONCRETE DRIVEWAY SECTION

0

   

Scale 1:25 @A1

  
   

 
 
   
  
 

1 1.5m

   
  
 
 

 
   
  
  

   
     
  
   
 
   

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

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).

 

 

 

75 TYPE25
(CBR15) BASE

 

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

DANLEY CRACK IN DUCER UNDER SAW CUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE NTS
EASEMENT DRIVEWAY SETOUT
PT | NORTHING | EASTING | LEVEL DESC
1 1098.360 1959.379 | 201.465 | EDGE OF CONC
2 1098.384 1959.678 | 201.425 | EDGE OF CONC
3 1101.189 1960.494 | 201.165 | EDGE OF CONC
4 | 1103.665 1963.029 | 200.656 | EDGE OF CONC
5 | 1105.725 1966.058 | 199.872 | EDGE OF CONC
6 110.606 1970.512 | 198.414 | EDGE OF CONC
~ DISCONTINUE FABRIC 75mm FROM 7 1120.442 1976.834 | 195.498 | EDGE OF CONC
- EDGE AND PLACE V/AT2 TRIMMER | SEALANT 15X10 8 | 1130.585 1983.353 | 192.491 | EDGE OF CONC
~ CORNERS WITi 500 LEGS tomm ABELFLEX 10 9 1132.207 1980.829 | 192.431 | EDGE OF CONC
DEPTH OF JOINT 10 | 1122.064 1974.310 | 195.438 | EDGE OF CONC
- 11 | 1112.228 1967.988 | 198.354 | EDGE OF CONC
3 12 | 1108.432 1962.602 | 200.292 | EDGE OF CONC
- 13 | 1108.155 1961.376 | 200.604 | EDGE OF CONC
15 TYPE 2S 14 | 1109.865 1958.975 | 200.773 | EDGE OF CONC
(CBR15) BASE 15 | 1109.837 1958.629 | 200.750 | EDGE OF CONC
16 | 105.836 1958.780 | 201.045 | CENTRELINE
Trinh _— R10 TIES AT 600 CRS 17 | 1105.943 1960.114 | 200.951 | CENTRELINE
. NL és DETA LPL AN < ‘DANLEY’ 10mm HD GALV. DIAMOND 18 | 1105.957 1960.275 | 200.941 | CENTRELINE
PLAC Pt NS Vf ‘ FORCED NTRALLY Wicritr SLRs 19 1106.326 1962.305 | 200.580 CENTRELINE
CONG, NEW reo aN EX, Sent 20 | 1111.417 1969.250 | 198.384 | CENTRELINE
LEAR N —< 21 | 1121.253 1975.572 | 195.468 | _CENTRELINE
SCALE NTS 22 | 1131.396 1982.091 | 192.461 | CENTRELINE
Callaghan & Toth CUENT: COORDINATE DATUM: DRIVEWAY DESIGN =) =
Civil, Environmental & Hydraulic Engineers AHD 30F 4 A
PO BOX 2305 NOOSA HEADS 4567 M. RAVEANE MERIDIAN: | 41 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG MBER Al
1.16/90 GOODCHAP STREET NOOSAVILLE \ ZONE 56 A [08/24 FOR APPROVAL MP. MP ADT -
Ph: 54749081 www.callaghanandtoth.com.ou =a rant one EVE SRE EE SETOUT AND DETAILS PLAN 2251-103

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23253887
Version: 1, Version Date: 20/09/2024