Appendix A - Amended Driveway Design

N12 TRIMMER BAR
(50 EDGE COVER).
LAP 300. PROVIDE 450x450

CORNER BARS. 1 LAYER F72 MESH

40 TOP COVER.

BOLSTER CUT SLAB (3W x 30D), FILL JOINT TO
3mm BELOW SURFACE WITH FOSROC EXPANDITE
THIOFLEX 6006,

FORM KEY IN EDGE OF ‘st POURED SLAB.
COAT FACE OF SLAB WITH BOND PREVENTATIVE
(eg. HYDROSEAL, FORMOIL).

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F.S.L. —_—— = f —— +
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ee ch ae
EDGE_THICKENING (ET)

TYPICAL TO ALL EDGES OF DRIVEWAY SLAB.
DISCONTINUE MESH 40mm FROM END,

CUT EVERY 2nd WIRE DIRECTLY UNDER JOINT &
DEPRESS FABRIC LOCALLY.

TOOLED JOINT (TJ)

ALTERNATIVELY; SAW CUT SLAB 3W x 30D WITHIN
24 HOURS OF CASTING SEAL AS ABOVE.

 

 

  

 

KEYED JOINT (KJ)

3 BAR FIITM.
50 BTM COVER.

FORM KEY IN EDGE OF ‘st POURED SLAB.
COAT FACE OF SLAB WITH BOND PREVENTATIVE
(eg. HYDROSEAL, FORMOL).

R16 GALV DOWELS x500 LONG AT 300mm
CRS GREASE AND CAP ONE END OR
APPROVED PROPRIETORY ALTERNATIVE.

 

 

 

 

 

 

 

>

 

    

3 BAR FIITM.
50 BTM COVER.

EXPANSION JOINT (EJ)

DRIVEWAY SLAB ON GROUND DETAILS

 

KERB AND CHANNEL.

‘

   

PROPERTY BOUNDARY

FOOTPATH

EJ

PROPERTY BOUNDARY

 

 

=/8 FINISH.
o

2700 MIN

6000 MAX

CONSTRUCTION JOINT.

 

 

 

 

 

 

FOOTPATH

DRIVEWAY CROSSING PLAN

DRIVEWAY DETAILS AND
NOTES TAKEN FROM COUNCIL
RESIDENTIAL DRIVEWAY
DRAWING R-0050.

 

 

DRIVEWAY NOTES:

1. CONFIRM ALL DETAILS WITH COUNCIL REQUIREMENTS BEFORE COMMENCING ANY
WORK ON SITE. IF IN DOUBT ASK.

FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE.
EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.

CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.

CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH
TREATMENTS. eg. STAMPED CONCRETE FINISH.

CONCRETE SURFACE TOLERANCE 10 BE 0-Smm, OVER 3 METRE SECTIONS.
CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600.

REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250,
APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.

EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD,
INSTALLATION TO MANUFACTURERS INSTRUCTIONS.

ALL DIMENSIONS IN MILLIMETERS.

ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
DRAWING.

ALL SERVICES NEED TO BE LOCATED PRIOR 10 EXCAVATION.

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3
Bdcument Set ID: 21717145
Version: 1, Version Date: 01/12/2021

IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.

EXPANSION JOINTS TO BE SEALED WIT
MODULUS SELF PRIMING SEALANT TO
MANUFACTURERS SPECIFICATIONS. THE .
SEALANT IS TO MATCH THE ADJOINING
FINISHES.

DOWELLED or PROPRIETARY JOINT
SYSTEM.

  
   

F72 MESH CENTRAL.

    

 

FIRST POUR (SDN
10mm COMPRESSIBLE FILLER
MATERIAL FOR FULL DEPTH.

DOWELLED EX

 

GALVANISE
R16@450

NOMINAL
KERB LINE

 

 

SAND BED.

BARRIER, SEMI-MOUNTABLE,
MOUNTABLE KERB &
CHANNEL OR INVERT
CROSSING.

SAW CUT AND BREAKOUT BACK
OF KERB AND CHANNEL.

DRIVEWAY CROSSING
DETAIL

 

AA YQ

 

RIENMAC eryiro

ABN. 52 010 666 430 ACN. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, P:- (07) 5349 0762
SAINT CIRINO, Emails- [email protected]
137 BRISBANE ROAD, Web:- www.rienmac.net
_ (PO BOX 149)

MOOLOOLABA QLD 4557

CLIENT:

ALBERT KHAMU

PROJECT:

PROPOSED DRIVEWAY
ALTERATIONS

#51 ORIENT DRIVE,

SUNRISE BEACH QLD 4567

 

 

REAL PROPERTY PESERPON & COUNCIL:
LOT 4 ON N2‘8

NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

 

FP ]ltredA

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

DETAILS

Designed: AW/PLR Drawn: AW

SCALES: 1:20

Engineer: PLR |DATE: 22 NOV 21
rrlen frist trom Wesaue Conting Emeeers | JOB_ NUMBER DWG No. ISSUE
Do NOT SCALE oFF oRAWINGs. | A3 |SHEET  30F 3 |CHECKED: PLR