SUPERSEDED Approved Plans OPW 21 0136

APPROVED PLANS
    OPW21/0136
 NOOSA COUNCIL
30 NOVEMBER 2021


[OCR of page images]
N12 TRIMMER BAR

(50 EDGE COVER).

LAP 300. PROVIDE 450x450
CORNER BARS.

1 LAYER F72 MESH

FORM KEY IN EDGE OF ‘st POURED SLAB.
COAT FACE OF SLAB WITH BOND PREVENTATIVE

BOLSTER CUT SLAB (3W x 30D), FILL JOINT TO (eg. HYDROSEAL, FORMOIL).

3mm BELOW SURFACE WITH FOSROC EXPANDITE

 

 

 

 

 

 

 

 

 

 

 

 

FORM KEY IN EDGE OF 1st 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.

 

 

 

 

 

 

40 TOP COVER. THIOFLEX 600G, 6
, 5.0.6. | ; “- _
F.S.L. SS —— —4 = ts
ys = __ _ Ss} 4 S
OFS “| TSS oo |

 

SUBGRADE TO BE COMPACTED TO 95% STANDARD
COMPACTION (TEST £41 AS1289),

300

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

 

3 BAR FIITM,
50 BTM COVER.

 

EDGE THICKENING (ET)

TYPICAL TO ALL EDGES OF DRIVEWAY SLAB.

DISCONTINUE MESH 40mm FROM END,

KERB AND CHANNEL.

‘

 

 

 

 

 

 

 

  

TOOLED JOINT (TJ)

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

DRIVEWAY SLAB ON GROUND DETAILS

KEYED JOINT (KJ)

 

EXPANSION JOINTS TO BE SEALED WITH A LOW
MODULUS SELF PRIMING SEALANT TO THE
MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE
SEALANT IS TO MATCH THE ADJOINING SURFACE
FINISHES.

INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
DOWELLS #12 IN SLAB THICKNESS 100

016 IN SLAB THICKNESS 125

   
 

 

  

 

 

 

 

 

 

 

  
 

 

>
2
=
a
x Ss
= SB DOWELLED or PROPRIETARY JOINT
& > L_PROPERTY BOUNDARY SYSTEM, GREASED DOWEL WITH
2 &| [sz EXPANSION. CAP.
0 s |s=
cai F72 MESH CENTRAL.
R a FIRST POUR = SNSDN SECOND POUR
DRIVEWAY DETAILS AND 10mm COMPRESSIBLE FILLER
f NONSUP NOTES TAKEN FROM COUNCIL MATERIAL FOR FULL DEPTH.
— ww RESIDENTIAL DRIVEWAY N N N
= S| FINISH. DRAWING R-0050. DOWELLED EXPA S10 JO| T
CONSTRUCTION JOINT. |} ( 0 F J)
DEJ Zs
\ 2 25 GALVANISED/STAINLESS STEEL DOWELS 400 LONG. F72 MIN FABRIC.
S65 R16@450 CRS MAX.
EJ 2|=
x \ 1500 {1 in 8)
z A
a is
3 | -
DRIVEWAY CROSSING PLAN su of
DRIVEWAY NOTES: BARRIER, SEMI-MOUNTABLE, SAW CUT AND BREAKOUT BACK
MOUNTABLE KERB & OF KERB AND CHANNEL.
1. CONFIRM ALL DETAILS WITH COUNCIL REQUIREMENTS BEFORE COMMENCING ANY CHANNEL OR INVERT
z WORK ON SITE. IF IN DOUBT ASK. CROSSING.
5 2. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE.
5 3. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL. [) R | V F W Y ( R 0 S S| (;
= 4. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.
? 5. CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH
3 TREATMENTS. eg. STAMPED CONCRETE FINISH. TAI
g 6. CONCRETE SURFACE TOLERANCE 10 BE 0-Smm, OVER 3 METRE SECTIONS.
a 7. CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600. TT
é 8. REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250,
3 9. APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.
5 10. 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.
11. ALL DIMENSIONS IN MILLIMETERS.
12. ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
DRAWING.
13. ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION. Dn L)

   

 

 

 

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

 

FP ]ltredA

 

PETER RIENECKER - RPEQ 2088

 

 

25
oT
Z

 

  

 

3 BAR FIITM.
50 BIM COVER.

EXPANSION JOINT (EJ)

 

 

APPROVED PLANS
OPW21/0136
NOOSA COUNCIL
30 NOVEMBER 2021

 

 

This drawing is not to be copied or amended yithout
ilten permission from Rienmac Consulting Engineers

RIENMAC eryiro

ABN. 52 010 666 430 ACN, 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS
SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,
137 BRISBANE ROAD,
(PO BOX 149)
MOOLOOLABA QLD 4557

CLIENT:

ALBERT KHAMU
PROJECT;

PROPOSED DRIVEWAY
ALTERATIONS

#51 ORIENT DRIVE,
SUNRISE BEACH QLD

 

P:- (07) 5349 0762
Email:- [email protected]
Web:- www.rienmac.net

 

4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 4 ON N21840.

NOOSA SHIRE COUNCIL
DRAWING TITLE:

DETAILS

 

AW/PLR
1:20
PLR

21666

JOB NUMBER

Designed: Drawn: AW

SCALES:

Engineer:

 

 

DATE: 22 NOV 21

A

ISSUE

 

(3

DWG No.

 

 

DO NOT SCALE OFF DRAWINGS.

 

A3

SHEET 3 OF 3 |CHECKED: PLR