Driveway Crossover 291116 · OPW16/0270

125 THICK DRIVEWAY SLAB,
| LAYER F72 MESH 40 TOP

COVER, ™,

2/NI2_LONG'T.
LAP 450.

EXISTING ROAD.

 

 

 

 

A

 

 

DRIVEWAY SLAB TO

\ eke EDGE TO BOTTOM OF

ROAD BASE GRAVEL.

 

FORM KEY IN EDGE OF Ist POURED SLAB COAST
FACE OF SLAB WITH BOND PREVENTATIVE.

BOLSTER CUT SLAB (3Wx30D), FILL (eg. HYDROSEAL, FORMOIL).

| LAYER F72 FABRIC. JOINT TO 30mm BELOW SURFACE WITH

 

 

 

 
  

 

 

 

   

30 TOP COVER, FOSROC EXPANDITE THIOFLEX 600G. <>
“xz 5.0.G y é | ;
—— A a | Fe
2 > N f 8S} Sie
S LENO S| | SONOS NPD “
SUBGRADE TO BE COMPACTED TO 98% CUT EVERY 2nd WIRE DIRECTLY UNDER 3 BAR FIITM.

 

STANDARD COMPACTION (TEST El.! ASI284). JOINT € DEPRESS FABRIC LOCALLY. 50 BOTTOM COVER.

EDGE THICKENING (ET) TOOLED JOINT (TJ) KEYED JOINT (KJ)

 

 

EXISTING ROAD FORMATION

 

 

TYPICAL TO ALL EDGES OF DRIVEWAY SLAB. ALTERNATIVELY: SAW CUT SLAB 3Wx30D WITHIN
DISCONTINUE FABRIC 40mm FROM END, 24 HOURS OF CASTING SEAL AS ABOVE.

DRIVEWAY SLAB ON GROUND DETAILS

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

3/NI2 Z BARS EACH
FACE 400 LEGS.

 

P:- (07) 5478 250

 

   

SUITE 5, FIRST FLOOR,
——S— | SAINT CIRINO, - (07) 5444 |I58
Sz N =< 137 BRISBANE ROAD, Email:- [email protected]
oe (PO BOX 149) info@rienmac,ne
MOOLOOLABA @LD__4557 Web:— www ,rienmac, bi:

 

 

 

 

 

 

—$+ #_———$ /- —+- - ———-__- —J CLIENT:

GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

 

 

 

 

FOOTING STEP
DETAILS

 

 

 

 

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

DETAILS
Designed: PLR Drawn: LR
SCALES: 1:20

 

Engineer: PLR |DATE: 7 OCT |é

16427 S57; B

Fea ee Bienes CeetieG Paros tot written | JOB NUMBER DWG No. | ISSUE
PETER RIENECKER - RPEQ 2088 | | Do Not SCALE orF DRAWINGS. | A3 |SHEET 7 OF 12 |CHECKED: PLR