BA_ 32 Plover Street, Peregian Beach - Civil Plans

N12 TRIMMER BAR
(50 EDGE COVER).

LAP 300, PROVIDE 450x450
CORNER BARS.

CONSTRUCTION JOINT.

1 LAYER F72 MESH
40 TOP COVER,

 

BOLSTER CUT SLAB (3W x 30D), FILL JOINT 10
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).

 

   
   

 

 

FS.L. — OSS S
| |_-_ ys —t Sy YA

jl ca 8 sn
EDGE THICKENING (ET)

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

   

 

 

 

 

 

 

CUT EVERY 2nd WIRE DIRECTLY UNDER JOINT &

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

R16 GALV DOWELS x500 LONG AT 300mm
CRS GREASE AND CAP ONE END OR

2 APPROVED PROPRIETORY ALTERNATIVE.

 

 

 

200

 

 

 

DEPRESS FABRIC LOCALLY.

TOOLED JOINT (TJ)

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

DRIVEWAY SLAB ON GROUND DETAILS

 
    

3 BAR FIITM.
50 BTM COVER.

KEYED JOINT (KJ)

 

 

 

 

 

    

3 BAR FIITM.
50 BIM COVER.

EXPANSION JOINT (EJ)

125 THICK CONCRETE

 

EXPANSION JOINTS TO BE SEALED WITH A LOW
MODULUS SELF PRIMING SEALANT 10 THE

MANUFACTURERS SPECIFICATIONS.

SEALANT IS TO MATCH THE ADJOINING SURFACE
FINISHES.

DOWELLED or PROPRIETARY JOINT

SYSTEM.

F72 MESH CENTRAL.

KERB AND CHANNEL. z
7} 3
x 3
= 3
= I PROPERTY BOUNDARY
So =
2 = Ss
EJ al se
g
| =
k DED
DRIVEWAY DETAILS AND
NOTES TAKEN FROM COUNCIL
; J | ‘ ord RESIDENTIAL DRIVEWAY
= S| FINISH. DRAWING R-0050.
DEJ

 

 

 

 

 

DRIVEWAY CROSSING PLAN

 

 

z

1.

wr wn

OOD

 

Ss

DRIVEWAY NOTES:

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 10 BE LOCATED PRIOR TO EXCAVATION.

MOUNTABLE KERB &
CHANNEL OR INVERT
CROSSING.

BARRIER, SEMI-MOUNTABLE,

 

FIRST POUR

10mm COMPRESSIBLE FILLER
MATERIAL FOR FULL DEPTH.

THE COLOUR OF THE

aye SECOND POUR

INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
DOWELLS 912 IN SLAB THICKNESS 100

616 IN SLAB THICKNESS 125

GREASED DOWEL WITH
EXPANSION CAP.

DOWELLED EXPANSION JOINT

 

(DEJ)

NOMINAL
KERB LINE

R16@450 (RS MAX.

 

SAW CUT AND BREAKOUT BACK
OF KERB AND CHANNEL.

DRIVEWAY CROSSING

GALVANISED/STAINLESS STEEL DOWELS 400 LONG.

SAND BED.

 

DETAIL

 

 

 

 

  

 

PRELIMINARY ISSUE

- NOT FOR CONSTRUCTION -

 

 

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

CONFIRM SIZE OF GRATED DRAIN
WITH HYDRAULIC ENGINEER AND

ARCHITECTS DRAWINGS.

F72 MESH 40 TOP COVER

EXISTING BITUMEN SURFACE

{

 

 

BROOM FINISH 2/Y 12 LONG'T. LAP 450
ON

 

 

 

Nt EDGE 10 BOTTOM

OF ROADBASE GRAVEL

CROSSOVER TO EXISTING

 

BITUMEN SURF

ACE DETAILS

 

F72 MIN FABRIC.

  
     

GRATED DRAIN.

TRAFFICABLE GRATE.
F72 MESH

40 TOP COVER.
FALL TO OUVLET.

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

RIENMAC PTY LTD

ABN, 52 010 666 430
CONSULTING
STRUCTURAL

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,
(PO BOX 149)

AC 10 666 430
CIVIL &
ENGINEERS

Email;- info@rienmac,net
Web:- www-rienmac.net

MOOLOOLABA QLD 4557

 

P- (07) 5349 0762|

 

CLIENT:
RA & GG BR

PROJECT:

OADHURST

PROPOSED RESIDENCE

32 PLOVER STREET

PEREGIAN BEACH QLD 4573

 

 

 

 

 

 

 

Ss = REAL PROPERTY DESCRIPTION & COUNCIL:
” Lot 9 P 9313
NOOSA SHIRE COUNCIL
* * * DRAWING TITLE:
DETAILS
300 200
Designed: PLR Drawn: TP
N12@300. LAP 400 WITH SLAB MESH.
N12 LONGITUDINAL BARS AS SHOWN. LAP 500 SCALES: 1:20
ERE REQUIRED. :
GR AT F 0 D R A IN DE T | A l S Engineer: PLR|DATE: 16 MAR 21
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 4 OF 4 — |CHECKED: PLR