16427 - 26Oct16 · OPW16/0270

BOLSTER CUT SLAB (3Wx30D), FILL
JOINT TO 30mm BELOW SURFACE WITH
FOSROC EXPANDITE THIOFLEX 600G.

| LAYER F72 FABRIC.
30 TOP COVER.

x

Is
SUBGRADE TO BE COMPACTED TO 98%
STANDARD COMPACTION (TEST El.! ASI284).

EDGE THICKENING (ET)

S.0.G

      

 

 

200

 
 

 

|
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TOOLED JOINT (TJ)

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

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25

 

 

 

 

 

Ps ay & BUSA 228 (2 8 KK
RIT .
CUT EVERY 2nd WIRE DIRECTLY UNDER : 300 3 BAR FIITM.

 

JOINT ¢ DEPRESS FABRIC LOCALLY. 50 BOTTOM COVER.

KEYED JOINT (KJ)

 

 

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

ALTERNATIVELY: SAW CUT SLAB 3Wx30D WITHIN
24 HOURS OF CASTING SEAL AS ABOVE.

DRIVEWAY SLAB ON GROUND DETAILS

 

BARRIER/SEMI-MOUNTABLE
KERB AND CHANNEL, 7}

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PROPERTY BOUNDARY

 

1000.

 

 

 
 

 

 

 

 

 

J \nonsuir 2
FINISH, 5
CONSTRUCTION
Jont. = Ns a 2
_- 2
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Ss
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MOUNTABLE KERB i a
AND CHANNEL. ~~~ 8
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ALTERNATIVE PROFILE.

DRIVEWAY
CROSSING PLAN

DRIVEWAY NOTES:

|. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.

CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.

CONCRETE DRIVEWAY TO BE 125mm THICK EXCLUDING ANY FINISH

TREATMENTS. eg. STAMPED CONCRETE FINISH.

4. CONCRETE SURFACE TOLERANCE TO BE 0-5mm, OVER 3 METRE
SECTIONS.

5. CONCRETE N25 IN ACCORDANCE WITH ASI374 AND AS3600.

6. REINFORCEMENT FABRIC TO ASI304, 50 TOP AND EDGE COVER, LAP
FABRIC 250,

7, APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.

8. EXPANSION JOINTS TO BE lOmm WIDE, FULL DEPTH CLOSED CELL CROSS
LINKED POLYETHYLENE FOAM (85-|50kg/m3) OR COMPRESSED
GRANULATED CORKBOARD, INSTALLATION TO MANUFACTURERS
INSTRUCTIONS.

9. ALL DIMENSIONS IN MILLIMETERS.

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

Il. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE,

2. ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION.

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42
DRIVEWAY DETAILS AND s|-
NOTES TAKEN FROM COUNCIL =a
RESIDENTIAL DRIVEWAY skh F72 MIN FABRIC.
DRAWING R-0050. al

 

 

 

SAND BED.

BARRIER,
SEMI-MOUNTABLE,
MOUNTABLE KERB ¢
CHANNEL OR INVERT
CROSSING,

DRIVEWAY CROSSING

SAW CUT AND BREAKOUT
BACK OF KERB AND
CHANNEL.

 

3/NI2 Z BARS EACH
FACE 400 LEGS.

 

 

 

 

 

 

 

 

 

 

 

 

FOOTING STEP

 

 

 

 

 

 

DETAIL

 

 

PETER RIENECKER - RPEQ 2088

 

 

DETAILS

RIENMAC eryit

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

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR, P:- (07) 5478 2501

   

SAINT CIRINO, - (07) 5444 (158
137 BRISBANE ROAD, Email:- info@rienmac. biz
(PO BOX 149) info@rienmac,ne'

MOOLOOLABA QLD 4557
GREEN EARTH HOMES

PROJECT:

PROPOSED RESIDENCE

Web:— www ,rienmac, bi:

 

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
parmisoan tram Riownee Cortina tngraers | SOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 7 OF |2  |CHECKED: — PLR